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IN DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,SECOND CYCLE, 30 CREDITS
, STOCKHOLM SWEDEN 2018
Prestressed glue laminated beams reinforced with steel plates
Comparison between prestressed, reinforced and non-reinforced glue laminated beams according to the Eurocode and the Swedish annex
JAFAR AL-DJABER
NAJIB VEGHAR
KTH ROYAL INSTITUTE OF TECHNOLOGYSCHOOL OF ARCHITECTURE AND THE BUILT ENVIRONMENT
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Latin lower case letters Parameter Definition Unit 𝑏 Width / Breadth 𝑚𝑚 𝑏𝑒𝑑 Horizontal edge distance to reinforcement 𝑚𝑚 𝑏𝑠 Width of steel reinforcement 𝑚𝑚 𝑏𝑠𝑡𝑠 Carved area where reinforcement is put 𝑚𝑚2 𝑒 Load eccentricity 𝑚𝑚 𝑓𝑐,0,𝑔,𝑑 Design compression strength parallel to grain 𝑀𝑃𝑎
𝑓𝑐,0,𝑔,𝑘 Characteristic compression strength parallel to grain 𝑀𝑃𝑎
𝑓𝑚,𝑔,𝑑 Design bending strenght 𝑀𝑃𝑎
𝑓𝑚,𝑔,𝑘 Characteristic bending strength 𝑀𝑃𝑎
𝑓𝑡,0,𝑔,𝑑 Design tension strength 𝑀𝑃𝑎
𝑓𝑡,0,𝑔,𝑘 Characteristic tension strength 𝑀𝑃𝑎
𝑓𝑣,𝑔,𝑑 Design shear strength 𝑀𝑃𝑎
𝑓𝑣,𝑔,𝑘 Characteristic shear strength 𝑀𝑃𝑎
𝑓𝑦 Yield strength 𝑀𝑃𝑎
ℎ Depth / height 𝑚𝑚 ℎ𝑙 Depth / height of a lamella 𝑚𝑚 𝑖1 Index for steel for transformed section - 𝑖𝑟 Index for reference material for transformed section - 𝑘 Instability factor - 𝑘𝑐𝑟 Factor accounting for influence of cracks on the shear strength of
member subjected to bending -
𝑘𝑑𝑒𝑓 Deformation factor -
𝑘ℎ Depth factor - 𝑘𝑚𝑜𝑑 Modification factor accounting for load duration and moisture
content -
𝑞𝐸𝑑 Design load with even distribution 𝑘𝑁/𝑚 𝑞𝐸𝑑,𝜔 Evenly distributed load with respect to deformation limit 𝑘𝑁/𝑚 𝑡𝑠 Thickness of reinforcement 𝑚𝑚 𝑧𝑓𝑖𝑐 Fictitious center of gravity, measured from an arbitrarily chosen
point of reference 𝑚𝑚
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Latin upper case letters Parameter Definition Unit 𝐴𝑤 Cross sectional area of the web in the section, before
transformation 𝑚𝑚2
𝐺𝑚𝑒𝑎𝑛 Mean value of shear modulus 𝐺𝑃𝑎 𝐶𝐺 Centre of gravity 𝑚𝑚 𝐸𝐵 Stress check at bottom beam for beam type 3 - 𝐸𝑚𝑒𝑎𝑛 Mean value of modulus of elasticity 𝐺𝑃𝑎 ER Stress check at reinforcement level for beam type 3 - 𝐸𝑇 Stress check at top beam for beam type 3 - 𝐼𝑦 Second moment of area about the strong axis 𝑚𝑚4
𝐿 Beam span 𝑚𝑚 𝑃𝐸𝑑 Design point load 𝑘𝑁 𝑃𝐸𝑑,𝜔 Design load with respect to deformation limit 𝑘𝑁 𝑃𝑝𝑟𝑒 Prestressing axial force 𝑘𝑁
Red Reduction to account for relaxation losses of prestressed steel % 𝑆𝑦 First moment of area about the strong axis 𝑚𝑚3
𝑊𝑦 Section modulus about the strong axis 𝑚𝑚3
𝑋𝑓𝑖𝑛 Index for concept of final condition, to handle creep problem -
𝑋𝑖 About i-axis, (X-,Y- or Z- axis) - 𝑋𝑖𝑛𝑠𝑡 Index for concept of instantaneous condition, to handle creep
problem -
𝑋𝑆𝐿𝑆 Index for serviceability limit state - 𝑋𝑈𝐿𝑆 Index for ultimate limit state -
Greek lower case letters
Parameter Definition Unit 𝜎𝑐,0,𝑔,𝑑 Design compressive stress 𝑀𝑃𝑎
𝜎𝑀 Design bending stress 𝑀𝑃𝑎 𝜏𝑑 Design shear stress 𝑀𝑃𝑎 𝜔 Deformation 𝑚𝑚 𝜓2 Factor for quasi-permanent value of a variable action - 𝜔𝑚𝑎𝑥 Maximum deformation allowed according to recommendations 𝑚𝑚 𝜇 Parameter for concepts of instantaneous and final conditions - 𝛾𝑀 Partial factors for material properties and resistances - 𝛾𝑀0 Steel resistance of cross-section -
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Table of Contents
Acknowledgements .................................................................................................................... 1
Abstract ...................................................................................................................................... 2
1 Introduction ........................................................................................................................ 3
1.1 Background .................................................................................................................. 3
1.2 Aim and goal ................................................................................................................ 3
1.3 Limitation ..................................................................................................................... 3
1.4 Relevant literature review ........................................................................................... 4
2 Methodology ....................................................................................................................... 7
2.1 Theoretical model ........................................................................................................ 8
2.2 Numerical model ....................................................................................................... 15
3 Results ............................................................................................................................... 16
4 Analysis ............................................................................................................................. 17
5 Conclusion ......................................................................................................................... 19
6 Future Research ................................................................................................................ 21
7 References ........................................................................................................................ 22
8 Swedish Summary – Sammanfattning .............................................................................. 23
9 Appendix ........................................................................................................................... 24
Appendix A, Result diagrams ...................................................................... A-1-to A-16
Appendix B, Result data ............................................................................... B-1 to B-30
Appendix C, Raw data .................................................................................. C-1 to C-68
Appendix D, PTC MathCad script ................................................................ D-1 to D-21
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Acknowledgements We would like to express our gratitude to supervisor Bert Gunnar Norlin for his useful comments and reviews and thank Melissa Rude and Thaddeus Rude from the United States for proofreading the paper. Furthermore, we would like to thank Mr. Adam Ryan, known as user "Ajryan88" in
excelforum.com, for scripting an Excel macro to sort and filter the results of the calculations.
In recognition of his kindness, we have donated to the RiseForAlex Fund in addition to a gift.
Mr. Ryan invested many working hours into scripting a macro that automatically filters the
result database without the need to manually work with excel filtering. His script saved us
valuable time and eased much of our work.
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Abstract The paper presents details of a numerical analysis and simplified construction of
strengthened glue laminated beams. Glue laminated beams are strengthened through the
use of steel reinforcements embedded between the lamellas of the beams. The study
compares the numerical results from reinforced and prestressed beams, simply reinforced
beams and non-modified beams. Parametric studies were undertaken to evaluate the effects
on reinforcement thickness, beam span, prestressing force and prestressing loss.
Modified and prestressed beams with wide spans and large dimensions had a significantly
higher design load compared to non-modified beams with similar geometry and span. In the
most beneficial cases, a load increase of 438% was observed for point load at midspan and
346% for uniformly distributed load.
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1 Introduction
1.1 Background Many attempts have been made to improve the load capacity of glulam beams by adding
reinforcement. The reinforcements used have included metallic, organic and polymer
materials. Some reinforcement techniques are applied to existing glue laminated beams to
enhance load capacity by attaching the reinforcement onto the exterior of the wood
material, exposing the reinforcement to weather and fire risk. An alternative method is to
use embedded reinforcements inside the glue laminated beam making it possible to
prestress the reinforcement material and also provide protection from exposure to weather
and fire. Fiber-reinforced polymers (FRP) are ideal to use as a prestressing method due to
the high strength and stiffness of the FRP materials, but have lower prestressing capabilities
compared to steel reinforcement. The analysis of an embedded steel reinforcement is
evaluated in the paper due to most comparable and modern scientific reports covering
materials other than steel (mostly FRP materials).
1.2 Aim and goal The purpose of the paper is to present a large set of data to analyze the benefits of
prestressing and strengthening homogenous glue laminated beams and to provide
manufacturers and structural engineers with a set of data to analyze whether it is viable to
strengthen the beams with the presented method. The goal is to provide results for several
steel reinforcement thicknesses, beam spans and qualities to find the greatest load increase
for the modified beam compared to the non-modified beam.
1.3 Limitation The paper is focused on the structural analytical aspect of the steel reinforcement method.
1.3.1 Limitation in analysis Self-weight of the beam is excluded in the analysis. It is a small fraction of the total load and
the load increase is measured in percent of the original load before applying modifications to
the beam. The load duration was set to permanent without any variable loads to set 𝜓2, the
factor for quasi-permanent value, to “one” giving the same ultimate limit state and
serviceability limit state creep related factors. This is to reduce the results and make it easier
to interpret and draw clear conclusions from the results. No slip is assumed between
reinforcement material and glulam beam, the layers are assumed to have equal deflections.
The materials remain linear elastic and the calculation model is assumed as full composite
action giving overestimated capacity and underestimated deformation. Welding design and
the transfer of shear forces to welds have not been taken into account.
Prestressing a beam is favorable for fatigue resistance according to the authors’ previous
knowledge in concrete design but the effect and magnitude have not been studied in the
paper.
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Calculations do not account for fire safety according to Eurocode 1995-1-2:2004 (Structural
fire design of timber structures). Practical aspects, manufacturing and cost analysis for the
reinforcement method are not part of the paper.
The script uses a numerical solution to a problem without taking into account whether the
values provided are of a practical use, therefore some design loads may be too small. The
script may obtain design loads below the self-weight of the beam.
1.3.2 Limitation in MathCad model Since there are infinite solutions for the reinforced and prestressed case, due to the
possibility of altering prestressing force, the program code was developed to calculate all
solutions for every 500 Newtons of change in the prestressing force, from 500 N to highest
possible. Some of the limitations in the model are only to decrease the amount of data
obtained and might be adjusted in the Mathcad worksheet to achieve more extended
results, such as scripts for iterations and increments for beam span and steel thickness. Pre-
camber was excluded throughout the calculations and the deformation limit was set to the
length divided by 500 for the instantaneous and divided by 300 for the final condition. The
deformation limit could be changed in the programming script. The result matrix is unitless
and the only way to obtain the corresponding units is to either study the MathCad script or
to export the result to the provided Excel sheet where the units are specified.
1.4 Relevant literature review An excessive literature study was carried out to analyze different prestressing methods and
their benefits and restrictions. Since the paper is according to the Eurocode, the literature
was only a tool to identify possible pitfalls that could alter the results in a way that would
make the paper of less scientific value. Many reports, especially when analyzing the
structures in finite element methods, made assumptions that impact the results with great
magnitude without further discussion, leaving the reader less confident in the outcome of
the paper. The reports regarding steel reinforcement were either made according to old
standards or had restrictions in the analysis, making the paper a complement to previous
knowledge, focusing on presenting engineering tools and a large set of numerical data of
interest to glulam manufacturers and structural engineers.
Some authors and researchers have studied the behavior and benefits of reinforced glue
laminated beams through the use of metal reinforcement. The flexural behavior of
unreinforced, reinforced and prestressed-reinforced glue laminated beams were studied
with the use of steel bars at a steel to timber ratio of approximately 1%. For the reinforced
and prestressed beams, the load increased about 40% (De Luca and Marano, 2011).
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The disadvantage of using the presented reinforcement method is the need for adhesive
between the glulam and the metal rod (or rebar), making the manufacturing process more
time-consuming than friction-based connections due to adhesive dry time before load
application. The adhesive was allowed to set for one month before load application.
A study to analyze different types of metal reinforcement by wire mesh was conducted
where observations were made about the positioning of the reinforcement and its effect on
the properties of the laminated veneer lumber (Hu et al. 2010). The authors of this paper
had already taken into effect the height positioning and the impact of the reinforcement in
the planning phase.
A laboratory experimental study was conducted at the Lebanese American University where
reinforced glue laminated beams were subjected to destructive tests and identified possible
failure modes. One of the reinforcement techniques studied was reinforcement by a flat
surface steel plate with adhesive connected to the bottom of the glue laminated beam. A
bonding failure between the steel plate reinforcement and wood occurred, shown in Figure
1 (A.Issa and Kmeid, 2005).
Figure 1 ”Failure of the steel reinforced glulam beam”, (A.Issa and Kmeid, 2005, 103)
Strengthening solid timber beams through the use of high strength steel cord reinforcement
was executed in a laboratory experiment with different types of cords and adhesives. The
paper discussed some theories adapted in other reports to determine the ultimate bending
moment. One method is Bernoulli’s theorem where plane sections remain plane after being
strained (Borri and Corradi, 2011). Reinforcement methods can be divided into two
categories: those that yield benefits in local effects and those having global effects. Changes
affecting the global behavior of the beam are considered more beneficial due to affecting
the stiffness and overall behavior of the beam.
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Beams prestressed by inserting compressed wooden blocks with low moisture content into
fitting holes in the glulam beam have been studied. The local prestressing affect is achieved
by swelling along the beam length when humidity equilibrium is achieved. Local effects are
obtained when implementing the modification of a beam with a load capacity increase of
around 11%. Delamination of the beam along with cracking occurred during a destructive
test (Anshari et al. 2011). The method requires a careful selection of wood without natural
defection and heating the reinforcement blocks to 180 °C. Dried wood requires complicated
logistic solutions or risks being exposed to humidity.
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2 Methodology The concept of the reinforced beam is to use a main steel plate with welded thin toothed
plates, also known as punched metal plates, on each side for a friction-based connection
through hydraulic installment between the bottom lamellas of a glue laminated beam. A full
composite action can be ensured by using a large amount of small evenly distributed teeth,
thereby minimizing the risk of delamination or slip.
Figure 2 Principal construction sketch of the prestressed and modified glulam beam
To avoid any relaxation of the steel, all necessary welding should be performed before the
prestressing process. The reinforcement is added between the lamellas and pressed
hydraulically before connecting the bottom lamellas of a glulam beam.
The steel reinforcement placement is in the tension zone of the beam to manipulate the
fictitious cross section with a significant magnitude and to benefit from the deflection
caused by the prestressing. The fictitious cross section methodology scales the steel on a
geometric basis at a ratio between the elastic modulus for the materials compared. The
steel geometric values are scaled by the tens, giving the difference between the elastic
modulus for steel and glulam.
Two major benefits are protecting the reinforcement from fire exposure and reducing the
risk of bonding failure between the reinforcement and timber as shown in Figure 1.
The construction time is greatly reduced by using a hydraulic solution for the construction of
the reinforced beam instead of a metal to wood adhesive solution, due to lack of adhesive
set time before load application.
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2.1 Theoretical model A theoretical model of the beam according to the Eurocode was established to evaluate the
increased strength of the glulam beam when modified. The model includes ultimate limit
state (ULS) and final limit state (SLS) with respect to stress and deformation. Three types of
beams were investigated for each homogenous glulam quality, span and dimension available
at a larger European glulam manufacturer according to standard BS EN 1194:1999.
The design shear strength is taken from the Swedish annex related to SS-EN 1194.
Beam type 1: non-modified homogenous glue laminated beam.
Beam type 2: strengthened and unstressed homogenous glue laminated beam, by steel
reinforcement.
Beam type 3: strengthened and pre-tensioned homogenous glue laminated beam, by steel
reinforcement.
2.1.1 Material properties When dealing with timber structures according to the Eurocode, the design value for
resistance (𝑅𝑑) is expressed as
𝑅𝑑 =𝑘𝑚𝑜𝑑𝑅𝑘𝛾𝑀
EN-1995-1-1:2004 (2.14)
Where 𝑘𝑚𝑜𝑑 is a modification factor that takes into account the effect of load duration and
moisture content, 𝑅𝑘 is the characteristic value of the load capacity, and 𝛾𝑀is the partial
factor for material property at the ULS. The values for glulam strength class are given in BS
EN 1194:1999.
At failure condition, ULS values of modulus of elasticity and shear modulus are the fifth
percentage values while at SLS the design values are the mean values.
Equation for mean final value at the SLS condition (𝑋𝑚𝑒𝑎𝑛,𝑆𝐿𝑆,𝑓𝑖𝑛) for shear modulus and
modulus of elasticity are defined as
𝑋𝑚𝑒𝑎𝑛,𝑆𝐿𝑆,𝑓𝑖𝑛 =𝑋𝑚𝑒𝑎𝑛1 + 𝑘𝑑𝑒𝑓
EN-1995-1-1:2004 (2.7)
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Equation for fifth percentile final value at the ULS condition (𝑋0.05,𝑈𝐿𝑆,𝑓𝑖𝑛) for shear modulus
and modulus of elasticity are defined as
𝑋0.05,𝑈𝐿𝑆,𝑓𝑖𝑛 =𝑋0.05
1 + 𝜓2𝑘𝑑𝑒𝑓 EN-1995-1-1:2004 (2.10)
Where 𝜓2 is the factor for the quasi-permanent value of the variable action causing the
largest stress in relation to the strength, given in Eurocode 0 (EC0). The value is set to 1.0 for
permanent load. Deformation factor 𝑘𝑑𝑒𝑓 is dependent upon the choice of service class and
is given in Table 3.2, Eurocode 5 (EC5). The value is set to 0.6 and corresponds to the
deformation factor for glued-laminated timber in service class 1.
For strength related calculation, the fifth percentile for the shear modulus is defined as
𝐺0.05 =𝐸0.0516
2.1.2 Geometric properties For beam type 1, the second moment of area (𝐼𝑦) and the section modulus (𝑊𝑦) are defined
as
𝐼𝑦 =𝑏ℎ3
12, 𝑊𝑦 =
𝑏ℎ2
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Beam type 2 and 3
For reinforced beams containing materials with different elastic modulus, such as steel and
glulam beam, the analysis is simplified by transforming the real cross section to a fictitious
cross section where the width of the steel is changed such that the same modulus of
elasticity is achieved through the entire section. The stresses for the fictitious section are
assumed to be uniformly distributed along the fictitious width and must be distributed over
the real width. When dealing with fictitious cross sections, it is recommended to use the
mean values of the modulus for each material instead of the lower fifth percentile.
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EC5 uses the concepts of instantaneous and final conditions to handle creep phenomenon,
referred to in the paper and MathCad script as “inst” and “fin” (Crocetti et al. 2011, 5.4).
Parameter 𝜇1 for concepts of inst and fin conditions is defined as
𝜇1,𝑈𝐿𝑆,𝑖𝑛𝑠𝑡 = 𝜇1,𝑆𝐿𝑆,𝑖𝑛𝑠𝑡 =𝐸𝑠,𝑚𝑒𝑎𝑛𝐸𝑚𝑒𝑎𝑛
𝜇1,𝑈𝐿𝑆,𝑓𝑖𝑛 =𝐸𝑠,𝑚𝑒𝑎𝑛(1 + 𝜓2𝑘𝑑𝑒𝑓)
𝐸𝑚𝑒𝑎𝑛(1 + 𝜓2𝑘𝑠,𝑑𝑒𝑓)
𝜇1,𝑆𝐿𝑆,𝑓𝑖𝑛 =𝐸𝑠,𝑚𝑒𝑎𝑛(1 + 𝑘𝑑𝑒𝑓)
𝐸𝑚𝑒𝑎𝑛(1 + 𝑘𝑠,𝑑𝑒𝑓)
When permanent load is applied, the factor for quasi-permanent value (𝜓2) is 1.0.
Therefore, 𝜇1 is the same for ULS and SLS under fin condition.
Since the value for 𝜇1 is dependent upon inst and fin state, the center of gravity, second
moment of inertia and bending stiffness must be calculated for both states with Steiner’s
theorem.
Figure 3 Fictitious cross-section about the y-y axis with the glulam part as the reference material
The fictitious center of gravity about the y-y axis, with the zero point at the bottom of the
homogenous glue laminated beam:
𝑏ℎℎ
2− 𝑡𝑠𝑏𝑠ℎ𝑙 + 𝑡𝑠𝜇1𝑏𝑠ℎ𝑙 = 𝑧𝑓𝑖𝑐(𝑏ℎ + 𝜇1𝑏𝑠𝑡𝑠 − 𝑏𝑠𝑡𝑠)
Center of gravity for each part according to Error! Reference source not found.:
𝐶𝐺𝑧,1 =ℎ𝑙 −
𝑡𝑠2
2 , 𝐶𝐺𝑧,2 = ℎ −
ℎ − ℎ𝑙 −𝑡𝑠2
2 , 𝐶𝐺𝑧,3 = 𝐶𝐺𝑧,4 = ℎ𝑙
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Fictitious second moment of area about the y-y axis:
𝐼𝑦,𝐶𝐺𝑧,1 =𝑏 (ℎ𝑙 −
𝑡𝑠2)3
12+ 𝑏 (ℎ𝑙 −
𝑡𝑠2) (𝑧𝑓𝑖𝑐 − 𝐶𝐺𝑧,1)
2
𝐼𝑦,𝐶𝐺𝑧,2 =𝑏 (ℎ − ℎ𝑙 −
𝑡𝑠2)3
12+ 𝑏 (ℎ − ℎ𝑙 −
𝑡𝑠2) (𝑧𝑓𝑖𝑐 − 𝐶𝐺𝑧,2)
2
𝐼𝑦,𝐶𝐺𝑧,3 =𝑏𝑒𝑑𝑡𝑠
3
12+ 𝑏𝑒𝑑𝑡𝑠(𝑧𝑓𝑖𝑐 − 𝐶𝐺𝑧,3)
2
𝐼𝑦,𝐶𝐺𝑧,4 =𝜇1𝑏𝑠𝑡𝑠
3
12+ (𝜇1𝑏𝑠)𝑡𝑠(𝑧𝑓𝑖𝑐 − 𝐶𝐺𝑧,4)
2
𝐼𝑦 =∑𝐼𝑦,𝐶𝐺𝑧,𝑖
4
𝑖=1
= 𝐼𝑦,𝐶𝐺𝑧,1 + 𝐼𝑦,𝐶𝐺𝑧,2 + 2(𝐼𝑦,𝐶𝐺𝑧,3) + 𝐼𝑦,𝐶𝐺𝑧,4
The fictitious section modulus about the y-y axis:
𝑊𝑦,𝑚𝑜𝑑,𝑏𝑜𝑡 =𝐼𝑦𝑧𝑓𝑖𝑐
𝑊𝑦,𝑚𝑜𝑑,𝑡𝑜𝑝 =𝐼𝑦
ℎ − 𝑧𝑓𝑖𝑐
Value at steel level defined as;
𝑊𝑦,𝑚𝑜𝑑,𝑟𝑒𝑖 =𝐼𝑦
𝑧𝑓𝑖𝑐 − ℎ𝑙
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2.1.3 Modification factors Size factor for depth less than 600mm, else the size factor is 1.0:
𝑘ℎ = 𝑚𝑖𝑛 {
1.1
(600𝑚𝑚
ℎ)0.1 EN-1995-1-1:2004 (3.1)
Influence of cracks, according to Swedish Annex:
𝑘𝑐𝑟 = 𝑚𝑖𝑛
{
1.0
(3.0𝑀𝑃𝑎
𝑓𝑣,𝑔,𝑘) BFS 2015: 6-EKS 10 (6.1.7(2))
2.1.4 Actions Design bending stress about y-y axis for all beam types are defined.
For point load at mid span:
𝜎𝑀 =𝑀𝑠𝑑
𝑊𝑦=𝑃𝐸𝑑𝐿
4𝑊𝑦
For uniformly distributed load:
𝜎𝑀 =𝑀𝑠𝑑
𝑊𝑦=𝑞𝐸𝑑𝐿
2
8𝑊𝑦
Design bending stress about the y-y axis caused by prestressing force for beam type 3 is
defined.
𝜎𝑀.𝑝𝑟𝑒 =𝑃𝑝𝑟𝑒𝑒
𝑊𝑦
Where 𝑒 is the fictitious load eccentricity about the y-y axis, defined as
𝑒 = 𝑧𝑓𝑖𝑐 − ℎ𝑙
The smallest fictitious section modulus between bottom value (𝑊𝑦,𝑚𝑜𝑑,𝑏𝑜𝑡) and
top value (𝑊𝑦,𝑚𝑜𝑑,𝑡𝑜𝑝) is chosen for beam type 2. For beam type 3, a stress check is
performed, see 2.1.5 Design criterion.
Design shear stress about y-y axis for all beam types are defined as
𝜏𝑑 =𝑉𝑑𝑆𝑦𝑏𝐼𝑦𝑘𝑐𝑟
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Where 𝐼𝑦 is the fictitious cross section and 𝑆𝑦 is the first order moment (see Appendix D
page D-6). To simplify the equations, the prestressing force is assumed to have no influence
on the shear stress.
Design compression stress about the y-y axis caused by prestressing force for beam type 3 is
defined.
𝜎𝑐 =𝑃𝑝𝑟𝑒𝑏ℎ
2.1.5 Design criterion Design criterion with respect to moment resistance
𝜎𝑀 ≤ 𝑓𝑚,𝑑𝑘ℎ
Design criterion with respect to shear resistance at support
𝜏𝑑 ≤ 𝑓𝑣,𝑔,𝑑
Design criterion for beams subjected to combined bending moment and compression should
be satisfied.
Stress check at top beam for beam type 3, according to EN 1995-1-1 (6.35):
Equation labeled as 𝐸𝑇 in appendix D page D-8
𝜎𝑀 − 𝜎𝑀.𝑝𝑟𝑒𝑓𝑚,𝑔,𝑑𝑘ℎ
+ (𝜎𝑐
𝑓𝑐,0,𝑔,𝑑)
2
≤ 1
Fictitious section modulus (𝑊𝑦,𝑚𝑜𝑑,𝑡𝑜𝑝) at top beam is used to calculate the design bending
stress.
Stress check at bottom beam for beam type 3:
Equation labeled as 𝐸𝐵 in appendix D page D-8
−𝜎𝑀 + 𝜎𝑀.𝑝𝑟𝑒𝑓𝑚,𝑔,𝑑𝑘ℎ
+ (𝜎𝑐
𝑓𝑐,0,𝑔,𝑑)
2
≤ 1
Fictitious section modulus (𝑊𝑦,𝑚𝑜𝑑,𝑏𝑜𝑡) at bottom beam is used to calculate the design
bending stress.
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Stress check at reinforcement level for beam type 3:
Equation labeled as 𝐸𝑅 in appendix D page D-8
−𝜎𝑀 + 𝜎𝑀.𝑝𝑟𝑒𝑓𝑦𝛾𝑀0
+ (𝜎𝑐𝑓𝑦𝛾𝑀0
)
2
≤ 1
Fictitious section modulus (𝑊𝑦,𝑚𝑜𝑑,𝑟𝑒𝑖) at reinforcement level is used to calculate the design
bending stress.
The equations 𝐸𝐵 and 𝐸𝑅 may give negative values for allowable bending moment stress
ratio but cannot be considered favorable in equation (6.35). The equations have been
modified in Appendix D page D-8 to obtain absolute values for allowable bending moment
stress ratio.
2.1.6 Deformation Mean values for shear modulus and modulus of elasticity are used in the deformation check,
a SLS problem for both inst and fin conditions.
Bending deflection caused by a point load at midpoint
𝜔 =𝑃𝐸𝑑𝐿
3
48𝐸𝑚𝑒𝑎𝑛𝐼𝑦+
𝑃𝐸𝑑𝐿
4𝐴𝑤𝐺𝑚𝑒𝑎𝑛
Where 𝐴𝑤 is the cross-sectional area of the web in the section before transformation,
assumed as the real cross-section.
Bending deflection caused by a uniformly distributed load
𝜔 =5𝑞𝐸𝑑𝐿
4
384𝐸𝑚𝑒𝑎𝑛𝐼𝑦+
𝑞𝐸𝑑𝐿2
8𝐴𝑤𝐺𝑚𝑒𝑎𝑛
Negative bending deflection, at midpoint caused by prestressing force for beam type 3
𝜔 =𝑃𝑝𝑟𝑒𝑒𝐿
2
8𝐸𝑚𝑒𝑎𝑛𝐼𝑦
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2.2 Numerical model A numerical model in MathCad was the primary tool used to evaluate the benefit of the
prestressing theory (see appendix D).
2.2.1 MathCad model The functions used in the numerical MathCad script in appendix D are described and
explained on the script sheets. The reader is recommended to view the script to have an
understanding of the functions and the results obtained. The MathCad script is divided into
three different files that are linked with scripting: one for input and output, one for defining
the equations, and the last for executing the full calculations according to the analytical
model with automated scripting functions that loop for every increment change in each of
the varying values.
MathCad sheet “UseMe.xmcd”
The input file is labeled as UseMe.xmcd (see appendix D page D-1 to D-3). It contains the
necessary input values for beam dimension and material properties for both steel and
timber, Eurocode partial factors that may depend on the National Annex and deformation
limits.
The input file executes the calculation command and performs the export of completed data
to Excel. The Output section of the worksheet transforms the full and unitless data matrix
into strings for export to Excel.
Programming script, part 1 “Script_part1.xmcd”
The programming script contains all equations needed to perform the calculation in a
function style scripting method (see appendix D page D-4 to D-11). The script does not
perform any calculations. It only defines functions to be later used. Geometric, modification
factors, action and deformation design equations are defined in the worksheet.
The file contains some programming utilities of significance for creating increments, vectors
and optimizations including matrix related functions to add labels and input data to the
result matrix. The last segment of the file includes output functions to organize the results
obtained.
Programming script, part 2 “Script_part2.xmcd”
With the previously defined equations, a final function is defined for every beam type and
loading condition. The final function performs calculation tasks and returns a set of result
data to the input file. Due to scripting limitations in MathCad, the final result matrix is
unitless and the units have been defined in the Excel sheet (see appendix D page D-12 to
D-21). The resulting matrices are unfiltered with a large set of increments of the prestressing
force.
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2.2.2 Excel filter macro An Excel macro was made for filtering the results for beam type three and choosing the most
beneficial prestressing force among those calculated. Some manual sorting of data was
performed to compare the different beam types with a non-modified beam with increased
number of lamellas. In the interest of a quick, precise answer, it is recommended to filter
one beam dimension at a time. Appendix B to C are exported from the Excel file.
3 Results Due to the high number of interactions and different beam geometries, beam types and a
variation in steel reinforcement thickness, the results have been included in appendix A
(page A-1 to A-12) as charts and in Appendix B as tables.
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4 Analysis When applying a filtering function to the results in Excel with respect to highest load
increase, there is a pattern among the beams with the most advantage. The selected cases
studied are beams in the final limit state (SLS).
Comparisons with increased number of lamellas have been made to have a logical
understanding of the improvement for the different reinforcement techniques. Increasing
the number of lamellas may be a less demanding than the reinforcement techniques
presented in the paper. The author and reader can determine if the presented
reinforcement techniques are viable for some geometrical conditions and beam spans.
A limitation occurs when comparing results from increased number of lamellas when
reaching max height of every beam width and span calculated because there is no data to
obtain from the results in Appendix B. In some cases, the maximum beam height in Appendix
B is 495 mm and there is no reference to obtain from a higher beam with the same quality,
width and span. The same logic is applied for the second highest beam. Only one reference
with one extra lamella is possible to obtain from the results in Appendix B.
Appendix A page A-13 to A-16 contains charts to analyze the behavior of some beam
geometries and spans for all satisfactory solutions with a prestressing force increment of one
kilo Newton. The script was engineered to export the most beneficial results to minimize the
number of exported values. For some geometries and spams thousands of satisfactory
solutions where calculated.
A higher quality steel reinforcement is preferred due to increased design resistance and
decreased deflection when engineering steel structures, according to the Eurocode standard
for steel structures (i.e. BS EN 1993-1-1:2005 (E) equation 6.55).
Changing the yield strength of steel does not affect the elastic modulus when adapting the
fictitious cross section theory for the steel reinforcement, as the yield strength of the steel
material no longer affects the design strength other than improving the stress check at
reinforcement level, according to EN 1995-1-1 (6.35).
A stress analysis is performed between load and resistance in the wood engineering, and the
fictitious cross section theory takes into effect the elastic modulus ratio between the glulam
and steel. The elastic modulus for a steel material remains the same if another steel quality
is chosen.
When transmuting the steel reinforcement to a fictitious material with increased geometry
values to be considered as a glulam material, the effect of the yield strength is lost. A
laboratory experiment could be performed to take into consideration the effect of improved
steel quality and to redefine the theory for future research. Another method is to use a well-
defined finite element solution to the problem where the focus is to accurately and
reasonably determine the parametric values and coefficients needed for the simulation of
the steel to wood behavior.
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4.1 Prestressing analysis The prestressing analysis is included in Appendix A page A-13 to A-16 as charts for some
beam geometries and spans.
Figure 4 Prestressing analysis chart for beam GL24h 65x225 with 5m span, point load at midspan, see Appendix A.
Some observations are made in the prestressing analysis that are valid for every chart and
beam type analyzed. A larger steel reinforcement thickness is beneficial for smaller
prestressing forces between 0 kN up to a certain point, here called point A. A smaller steel
reinforcement thickness is most beneficial for prestressing forces above point A. The location
of point A in the prestressing force increment spectrum varies from one beam geometry to
another. As Figure 4 shows, point A is approximately at a prestressing force of 40 kN for
beam GL24h 65x225 mm and with the span of 5 meters with a point load at midspan and
steel reinforcement types as described in the paper.
In some of the analyzed beams, the increase in loading capacity from prestressing force
equal to zero up to point A is linear (𝑦 = 𝑚𝑥 + 𝑐), while in other cases the increase is
parabolic (𝑦 = −𝑚𝑥2 + 𝑛𝑥 + 𝑐). The shape of the increase may be affected by what failure
mode is achieved first in the satisfactory solution.
The most beneficial result (maximum point on the y-axis) and highest loading capacity in the
analyzed beams occurred always beyond point A, here called point B. Point B may
hypothetically overlap with point A if no satisfactory solutions are obtained for further
prestressing increments. Point B may occur before a fictitious location of point A. This
scenario may hypothetically occur if the beam capacity of different steel thickness cases
merge outside the satisfactory solution boundary.
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In all of the analyzed cases, the most beneficial result was the one with steel reinforcement
thickness of 10 mm for beam type 3. A larger reinforcement thickness brings the fictitious
center of gravity of the beam closer to the reinforcement level causing a smaller lever, and a
smaller design bending stress caused by prestressing force and eccentricity 𝜎𝑀.𝑝𝑟𝑒. If the
design stress check (according to 2.1.5 Design criterion) is at top beam then a smaller
reinforcement thickness will give the most beneficial results (maximum y-value in Figure 4)
and that was the case for all prestressing analysis.
4.2 Most beneficial results Some observations are made by studying the visualized results in the charts provided in
appendix A page A-1 to A-12 or the numerical values provided in appendix B.
A larger steel reinforcement thickness is advantageous to the beam capacity for all studied
dimensions and spans for beam type 2. Increasing the beam span for a specific geometry
resulted in a higher load capacity increase for beam type 2 in percentage to an unmodified
glulam beam with corresponding geometry and span.
A smaller steel reinforcement thickness is advantageous to the beam capacity for all studied
dimensions and spans for beam type 3, with a steel thickness of 10 mm (see 4.1 Prestressing
analysis). Increasing the beam span resulted in a higher beam capacity increase for all beams
in beam type 3 in comparison to beam type 1.
The most beneficial load capacity increase among all beam type 2 data is found at large
dimensions and spans. Beam GL28h 115x405 mm with the span of 9 m had a load increase of
106% for point load at midspan and 105% for uniformly distributed load. The load increase
values are calculated in Appendix B.
Results for beam type 3 were always higher than adding one lamella except for beam quality
GL24h, dimension 65x225 mm and a span of 2 to 2.5 meters.
The most beneficial load capacity increase among all beam type 3 data is found at large
dimensions and spans. Beam GL28h 90x360 mm with the span of 11m had a load increase of
438% for point load at midspan and 346% for uniformly distributed load.
4.3 Least beneficial results The load capacity increase for beam type 2 is smaller than the load capacity increase when
adding a lamella (where comparison to a larger height is applicable) in the case of a small
beam geometry, span and a low beam quality (see results for glulam beams with the quality
GL24h, dimensions 65x225 mm and 65x270 mm around the span of 2 meters in Appendix A
page A-1 and A-7).
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5 Conclusion With the defined methodology, benefits of up to 438% to load increase is achieved for
beams with wider spans affected by point load at midpoint and up to 346% for similar beams
affected by a uniformly distributed load. Adding an extra lamella proved more beneficial
than reinforcing the beam in some cases with short spans and slim cross sections.
The adapted fictitious cross section theory does not take into account the yield strength of
the chosen steel quality other than in the stress check equations, giving all results in the
lowest possible steel grade from the input data (due to the MathCad functions used). The
main benefit of beams type 2 and 3 is obtained through the fictitious cross section due to
the elastic modulus of the steel being larger than the glulam elastic modulus by
approximately 20 times.
The prestressed strengthening method studied in the presented paper is assumed to not
improve the shear capacity of a glue laminated beam. Design loads provided in appendix A
may exceed the design criterion with respect to shear resistance at the support. There are
several implemented reinforcement methods not discussed in the paper that are available to
strengthen a glue laminated beam with respect to shear resistance at the supports.
A slender beam combined with the edge fire safety distance to reinforcement limits the
fictitious cross section increase. Therefore, a limited steel reinforcement width is possible.
The edge distance to steel reinforcement with respect to fire safety is a larger percentage of
the total width of a slender beam compared to a wider beam. A logical conclusion based on
the safety edge distance aspect, is that wider beams will benefit from steel reinforcement.
A unified conclusion cannot be made for all cases. In some cases where comparison is
possible to increased beam height in appendix A, the reinforcement method for beam type 3
had a significantly greater value than adding extra lamellas to the beam height, making it a
viable reinforcement option from a structural engineering standpoint. In other few cases,
the use of the reinforcement methods in beam type 2 or 3 had a smaller value than adding
one or two extra lamellas but may have a practical use if there are requests in other
disciplines that limit the cross sections of a beam to be engineered.
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6 Future Research More accurate prestressing loss, expand the model to account for reinforced non-
homogenous glue laminated beams. Expand the model to calculate variable loads and
different load cases. Expand the model to adapt to fire safety according to
Eurocode 1995-1-2:2004 (or newer versions). Expand the model to approximate the real
behavior between steel and timber with possibility for slip. Expand the model to adapt for
the risk of the lower lamella fracturing due to prestressing force if a certain amount of the
lower lamella is removed. Modeling of the prestressing force, with respect to economic
analysis, to determine the value of increasing the beam dimension versus the work load and
cost of the reinforcement technique presented in the paper.
By assuming full composite action, the capacity is overestimated and the deformation is
underestimated for the reinforced cases. The error is in reality too large to be disregarded
but using many small tooth-plated connectors with the glued area would decrease the error.
The main aim of the thesis is to study if the modification method used gives any noticeable
result. A more accurate analysis could be performed later by modifying the MathCad script.
A modification of the numerical methodology presented, mainly the fictitious cross section
equations, is strongly advised to take into account the benefit of a higher-grade steel to
obtain more beneficial results for beam type 3 due to utilization from a higher yield strength.
The MathCad script can be improved by adding the type of the chosen design criterion on
each beam case to help analyze the data.
Studying the effect of fatigue behavior on modified glulam beams compared to a non-
modified glulam beams may provide an alternative use of the beam concept.
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7 References Anshari, Guan, Kitamori, Jung and Komatsu. 2011. Structural behavior of glued laminated
timber beams pre-stressed by compressed wood. Construction and Building Materials 29
(2012) 24-32. University of Liverpool (UK), Kyoto University (Japan), University of Mataram
(Indonesia) and Shizuoka University (Japan). Elsevier Ltd.
BFS 2015:6 – EKS 10 (2015), Boverkets författningssamling (Swedish Annex to the Eurocode),
Boverket.
Borri and Corradi. 2011. Strengthening of timber beams with high strength steel cords.
Composites: Part B 42 (2011) 1480-1491. University of Perugia, Italy. Elsevier Ltd.
Crocetti, Johansson, Kliger, Mårtensson, Norlin, Pousette and Thelandersson. 2011. Design
of timber structures. Swedish wood.
De Luca and Marano. 2011. Prestressed glulam timbers reinforced with steel bars.
Construction and Building Materials 30 (2012) 206-217. University of Basilicata, Italy. Elsevier
Ltd.
EN 1995 (2004), Eurocode 5 – Design of timber structures, European Committee for
Standardization.
Hu, Li, Cheng and Zhang. 2010. Design and property analysis of the metal mesh reinforced
LVL. Advanced Materials Research Vols 113-114 (2010) 2145-2149. Northeast Forestry
University, Harbin, China. Trans Tech Publications.
Issa and Kmeid. 2004. Advanced wood engineering: glulam beams. Construction and Building
Materials 19 (2005) 99-106. Lebanese American University, Byblos, Lebanon. Elsevier Ltd.
Porteous Jack & Kermani Abdy. 2009. Structural Timber Design to Eurocode 5. Edition 3.
Blackwell Science Ltd.
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8 Swedish Summary – Sammanfattning Vetenskapsrapporten analyserar numeriska nyttan av armerade och förspännda limträbalkar
med stålband försedda med ståltänder. Jämförelse mellan förspända och armerade samt
endast armerade balkars görs med icke modifierade limträbalkar. Resultatpåverkan av
varierande spännvidder, tvärsnittsgeometrier och armeringstjocklekar utvärderas med hjälp
av en Mathcadskript för två lastfall; fritt upplagd balk med punktkraft i balkmitt och en jämnt
utbredd last över balklängden. En jämförelse mellan den procentuella lastökningen
tillämpas även för ett ökat antal lameller för respektive balk.
I huvuddel består teorin av att transmutera stålets geometri till en kvotrelaterad storhet där
elasticitetmodulen för ingående stål- och trämaterial beaktas. Vidare antas den armerade
balken vara homogen till följd av tillämpningen av den fiktiva tvärsnittsteorin.
Rapporten beaktar endast den analytiska metodiken utan hänsyn till kostnads- eller
arbetsrelaterade aspekter.
Fördelar i bärförmåga noterades där mest fördelaktiva värden för punktlast i balkmitt
uppgick till 438% i bärförmågeökning och 346% i bärförmågeökning vid jämnt fördelad last.
Noteringarna gjordes för långa balkar med grövre dimensioner och tunnare stålförstärkning.
En förspänningsanalys dokumenterade att tunnare stål gav högre bärförmåga än tjockare
armeringsförstärkning för analyserade förspända och modifierade limträbalkar. Vilket
förklaras av att det fiktiva tvärtsnittets tyngdpunkt hade en mindre värdeminskning än
balkar med grövre stålarmering och därmed nyttjades en högre hävarm till den excentriska
stålförspänningen, något som var gynnsamt för det aktuella spänningsbrottmoden.
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24
9 Appendix Relevant information about the attached appendixes
Appendix A, Result diagrams
All charts are based on final limit state values. For beam type 3, values are without reduction
for prestressing losses due to relaxation. Red is set to 0%.
Page A-1 to A-12 are final solution charts providing the most beneficial prestressing force for
each beam dimension and span.
Page A-13 to A-16 are charts for some of the beam dimensions and spans showing the effect
of prestressing with the increment of 1 kN. The number of satisfactory solutions calculated
for each chart are presented in Table 1.
Table 1 Number of solutions calculated to create the charts in appendix A page A-13 to A-16.
Number of solutions presented in the charts
Quality Dim. Span (m) Point load at midspan
Uniformly distri. load
GL24h 65x225 2 409 409
GL24h 65x225 5 403 405
GL24h 65x315 2 563 563
GL24h 65x315 5 567 550
GL28h 90x270 5 748 738
GL28h 90x270 8 744 744
GL28h 90x495 5 1203 1220
GL28h 90x495 8 1215 1216
GL28h 115x270 5 952 952
GL28h 115x270 8 948 948
GL28h 115x495 5 1583 1583
GL28h 115x495 8 1573 1579
Appendix B, Result data
Appendix B is a comparison of the raw data in appendix C for beam type 1, 2 and 3
presented in the same row, including values when adding one or two lamellas to the beam
(if data is available at appendix C). Values that are faded out in color are identical to the
value on the row above. New beam dimensions (width and height) are marked with a color
highlight. The load increase is given, and a value of 100% means double the capacity.
Appendix C, Raw data
Raw data where the most beneficial solution for the prestressing increment on each beam
dimension and span is exported to the appendix. Appendix C is used to calculate percentage
gain in appendix B and to make the final solution charts in appendix A page A-1 to A-12.
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Beam type 2 Beam type 3, no relaxation
GL2
4h
65
x2
25
GL2
4h
65
x2
70
GL2
4h
65
x3
15
0
25
50
75
100
2 3 4 5
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
2 3 4 5
Loa
d i
ncr
ea
se %
Beam span m
0
25
50
75
100
2 3 4 5 6
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
2 3 4 5 6
Loa
d i
ncr
ea
se %
Beam span m
0
25
50
75
100
2 3 4 5 6 7
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
2 3 4 5 6 7
Loa
d i
ncr
ea
se %
Beam span m
Appendix A, Result diagrams Point load at midpoint
A-1
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Beam type 2 Beam type 3, no relaxation
GL2
8h
90
x2
25
GL2
8h
90
x2
70
GL2
8h
90
x3
15
0
25
50
75
100
4 5 6 7
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
300
4 5 6 7
Loa
d i
ncr
ea
se %
Beam span m
0
25
50
75
100
4 5 6 7 8
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
300
350
4 5 6 7 8
Loa
d i
ncr
ea
se %
Beam span m
0
25
50
75
100
125
4 5 6 7 8 9
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
300
350
4 5 6 7 8 9
Loa
d i
ncr
ea
se %
Beam span m
Appendix A, Result diagrams Point load at midpoint
A-2
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Beam type 2 Beam type 3, no relaxation
GL2
8h
90
x3
60
GL2
8h
90
x4
05
GL2
8h
90
x4
50
0
25
50
75
100
125
4 5 6 7 8 9 10 11
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
300
350
400
4 5 6 7 8 9 10 11
Loa
d i
ncr
ea
se %
Beam span m
0
25
50
75
100
125
4 5 6 7 8 9 10 11
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
300
350
4 5 6 7 8 9 10 11
Loa
d i
ncr
ea
se %
Beam span m
0
25
50
75
100
125
4 5 6 7 8 9 10 11
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
300
4 5 6 7 8 9 10 11
Loa
d i
ncr
ea
se %
Beam span m
Appendix A, Result diagrams Point load at midpoint
A-3
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Beam type 2 Beam type 3, no relaxation
GL2
8h
90
x4
95
GL2
8h
11
5x2
25
GL2
8h
11
5x2
70
0
25
50
75
100
125
4 5 6 7 8 9 10 11
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
300
4 5 6 7 8 9 10 11
Loa
d i
ncr
ea
se %
Beam span m
0
25
50
75
100
4 5 6 7
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
300
4 5 6 7
Loa
d i
ncr
ea
se %
Beam span m
0
25
50
75
100
4 5 6 7 8
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
300
350
4 5 6 7 8
Loa
d i
ncr
ea
se %
Beam span m
Appendix A, Result diagrams Point load at midpoint
A-4
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Beam type 2 Beam type 3, no relaxation
GL2
8h
11
5x3
15
GL2
8h
11
5x3
60
GL2
8h
11
5x4
05
0
25
50
75
100
125
4 5 6 7 8 9
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
300
350
4 5 6 7 8 9
Loa
d i
ncr
ea
se %
Beam span m
0
25
50
75
100
125
4 5 6 7 8 9
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
300
4 5 6 7 8 9
Loa
d i
ncr
ea
se %
Beam span m
0
25
50
75
100
125
4 5 6 7 8 9
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
300
4 5 6 7 8 9
Loa
d i
ncr
ea
se %
Beam span m
Appendix A, Result diagrams Point load at midpoint
A-5
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Beam type 2 Beam type 3, no relaxation
GL2
8h
11
5x4
50
GL2
8h
11
5x4
95
0
25
50
75
100
125
4 5 6 7 8 9
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
4 5 6 7 8 9
Loa
d i
ncr
ea
se %
Beam span m
0
25
50
75
100
125
4 5 6 7 8 9
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
4 5 6 7 8 9
Loa
d i
ncr
ea
se %
Beam span m
Appendix A, Result diagrams Point load at midpoint
A-6
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Beam type 2 Beam type 3, no relaxation
GL2
4h
65
x2
25
GL2
4h
65
x2
70
GL2
4h
65
x3
15
0
25
50
75
100
2 3 4 5
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
2 3 4 5
Loa
d i
ncr
ea
se %
Beam span m
0
25
50
75
100
2 3 4 5 6
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
300
2 3 4 5 6
Loa
d i
ncr
ea
se %
Beam span m
0
25
50
75
100
125
2 4 6
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
300
2 4 6
Loa
d i
ncr
ea
se %
Beam span m
Appendix A, Result diagrams Uniformly distributed load
A-7
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Beam type 2 Beam type 3, no relaxation
GL2
8h
90
x2
25
GL2
8h
90
x2
70
GL2
8h
90
x3
15
0
25
50
75
100
4 5 6 7
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
300
350
4 5 6 7
Loa
d i
ncr
ea
se %
Beam span m
0
25
50
75
100
4 5 6 7 8
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
300
350
400
4 5 6 7 8
Loa
d i
ncr
ea
se %
Beam span m
0
25
50
75
100
125
4 5 6 7 8 9
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
300
350
400
4 5 6 7 8 9
Loa
d i
ncr
ea
se %
Beam span m
Appendix A, Result diagrams Uniformly distributed load
A-8
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Beam type 2 Beam type 3, no relaxation
GL2
8h
90
x3
60
GL2
8h
90
x4
05
GL2
8h
90
x4
50
0
25
50
75
100
125
4 5 6 7 8 9 10 11
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
300
350
400
450
500
4 5 6 7 8 9 10 11
Loa
d i
ncr
ea
se %
Beam span m
0
25
50
75
100
125
4 5 6 7 8 9 10 11
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
300
350
400
450
4 5 6 7 8 9 10 11
Loa
d i
ncr
ea
se %
Beam span m
0
25
50
75
100
125
4 5 6 7 8 9 10 11
Loa
d i
ncr
ea
se %
Beam span m
0.0
50.0
100.0
150.0
200.0
250.0
300.0
350.0
400.0
4 5 6 7 8 9 10 11
Loa
d i
ncr
ea
se %
Beam span m
Appendix A, Result diagrams Uniformly distributed load
A-9
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Beam type 2 Beam type 3, no relaxation
GL2
8h
90
x4
95
GL2
8h
11
5x2
25
GL2
8h
11
5x2
70
0
25
50
75
100
125
4 5 6 7 8 9 10 11
Loa
d i
ncr
ea
se %
Beam span m
0.0
50.0
100.0
150.0
200.0
250.0
300.0
350.0
4 5 6 7 8 9 10 11
Loa
d i
ncr
ea
se %
Beam span m
0
25
50
75
100
4 5 6 7
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
300
350
4 5 6 7
Loa
d i
ncr
ea
se %
Beam span m
0
25
50
75
100
4 5 6 7 8
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
300
350
400
4 5 6 7 8
Loa
d i
ncr
ea
se %
Beam span m
Appendix A, Result diagrams Uniformly distributed load
A-10
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Beam type 2 Beam type 3, no relaxation
GL2
8h
11
5x3
15
GL2
8h
11
5x3
60
GL2
8h
11
5x4
05
0
25
50
75
100
125
4 5 6 7 8 9
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
300
350
400
4 5 6 7 8 9
Loa
d i
ncr
ea
se %
Beam span m
0
25
50
75
100
125
4 5 6 7 8 9
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
300
350
400
4 5 6 7 8 9
Loa
d i
ncr
ea
se %
Beam span m
0
25
50
75
100
125
4 5 6 7 8 9
Loa
d i
ncr
ea
se %
Beam span m
0
50
100
150
200
250
300
350
4 5 6 7 8 9
Loa
d i
ncr
ea
se %
Beam span m
Appendix A, Result diagrams Uniformly distributed load
A-11
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Beam type 2 Beam type 3, no relaxation
GL2
8h
11
5x4
50
GL2
8h
11
5x4
95
0
25
50
75
100
125
4 5 6 7 8 9
Loa
d i
ncr
ea
se %
Beam span m
0.0
50.0
100.0
150.0
200.0
250.0
300.0
4 5 6 7 8 9
Loa
d i
ncr
ea
se %
Beam span m
0
25
50
75
100
125
4 5 6 7 8 9
Loa
d i
ncr
ea
se %
Beam span m
0.0
50.0
100.0
150.0
200.0
250.0
300.0
4 5 6 7 8 9
Loa
d i
ncr
ea
se %
Beam span m
Appendix A, Result diagrams Uniformly distributed load
A-12
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Point load at midspan Uniformly distributed load
GL2
4h 6
5x22
5 L
= 2m
GL2
4h 6
5x22
5 L
= 5m
GL2
4h 6
5x31
5 L
= 2m
0
5
10
15
20
0 50 100 150 200
P.Ed
kN
P.pre kN
0
5
10
15
20
0 50 100 150 200
q.Ed
kN
/m
P.pre kN
0
2
4
6
8
10
0 50 100 150 200
P.Ed
kN
P.pre kN
0
1
2
3
4
5
0 50 100 150 200
q.Ed
kN
/m
P.pre kN
0
10
20
30
40
50
0 50 100 150 200
P.Ed
kN
P.pre kN
0
10
20
30
40
50
0 50 100 150 200
q.Ed
kN
/m
P.pre kN
Appendix A, Result diagrams Prestressing force increment
A-13
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Point load at midspan Uniformly distributed load
GL2
4h 6
5x31
5 L
= 5m
GL2
8h 9
0x27
0 L
= 5m
GL2
8h 9
0x27
0 L
= 8m
0
5
10
15
20
0 50 100 150 200
P.Ed
kN
P.pre kN
0
2
4
6
8
10
0 50 100 150 200
q.Ed
kN
/m
P.pre kN
0
5
10
15
20
0 100 200 300
P.Ed
kN
P.pre kN
0
2
4
6
8
10
0 100 200 300
q.Ed
kN
/m
P.pre kN
0
5
10
15
20
0 100 200 300
P.Ed
kN
P.pre kN
0
1
2
3
4
5
0 100 200 300
q.Ed
kN
/m
P.pre kN
Appendix A, Result diagrams Prestressing force increment
A-14
![Page 45: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/45.jpg)
Point load at midspan Uniformly distributed load
GL2
8h 9
0x49
5 L
= 5m
GL2
8h 9
0x49
5 L
= 8m
GL2
8h 1
15x2
70 L
= 5
m
0
20
40
60
80
100
0 100 200 300 400 500
P.Ed
kN
P.pre kN
0
10
20
30
40
50
0 100 200 300 400 500
q.Ed
kN
/m
P.pre kN
0
10
20
30
40
50
0 100 200 300 400 500
P.Ed
kN
P.pre kN
0
5
10
15
20
0 100 200 300 400 500
q.Ed
kN
/m
P.pre kN
0
5
10
15
20
25
30
0 100 200 300 400 500
P.Ed
kN
P.pre kN
0
2
4
6
8
10
0 100 200 300 400 500
q.Ed
kN
/m
P.pre kN
Appendix A, Result diagrams Prestressing force increment
A-15
![Page 46: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/46.jpg)
Point load at midspan Uniformly distributed load
GL2
8h 1
15x2
70 L
= 8
m
GL2
8h 1
15x4
95 L
= 5
m
GL2
8h 1
15x4
95 L
= 8
m
0
5
10
15
20
0 100 200 300 400 500
P.Ed
kN
P.pre kN
0
1
2
3
4
5
0 100 200 300 400 500
q.Ed
kN
/m
P.pre kN
0
20
40
60
80
100
0 200 400 600 800 1000
P.Ed
kN
P.pre kN
0
10
20
30
40
0 200 400 600 800 1000
q.Ed
kN
/m
P.pre kN
0
20
40
60
80
100
0 200 400 600 800 1000
P.Ed
kN
P.pre kN
0
5
10
15
20
0 200 400 600 800 1000
q.Ed
kN
/m
P.pre kN
Appendix A, Result diagrams Prestressing force increment
A-16
![Page 47: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/47.jpg)
Beam grade L b h ts Red P.pre V.ed
P.ed inst
P.ed fin
V.ed inst
V.ed fin
P.ed inst
P.ed fin
P.ed inst
P.ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN kN kN kN kN % % % % % %
GL24h 2 65 225 10 0 63.0 25.3 13.9 13.9 23.8 23.2 13.8 17.5 38.0 34.0 41.8 90.0GL24h 2 65 225 10 20 79.0 25.3 13.9 13.9 23.8 23.2 13.8 17.5 39.0 34.0 41.8 90.0GL24h 2 65 225 20 0 41.0 25.3 13.9 13.9 23.1 22.5 19.5 23.0 31.8 30.3 41.8 90.0GL24h 2 65 225 20 20 51.0 25.3 13.9 13.9 23.1 22.5 19.5 23.0 32.6 30.3 41.8 90.0GL24h 2 65 225 30 0 30.0 25.3 13.9 13.9 22.8 22.5 23.5 27.4 30.9 31.4 41.8 90.0GL24h 2 65 225 30 20 37.0 25.3 13.9 13.9 22.8 22.5 23.5 27.4 31.5 31.4 41.8 90.0GL24h 2.5 65 225 10 0 62.0 25.3 9.72 10.1 23.8 23.2 30.1 29.0 57.6 47.1 55.7 109GL24h 2.5 65 225 10 20 78.0 25.3 9.72 10.1 23.8 23.2 30.1 29.0 59.0 47.1 55.7 109GL24h 2.5 65 225 20 0 40.0 25.3 9.72 10.1 23.1 22.5 36.6 35.0 50.5 43.1 55.7 109GL24h 2.5 65 225 20 20 50.0 25.3 9.72 10.1 23.1 22.5 36.6 35.0 51.6 43.1 55.7 109GL24h 2.5 65 225 30 0 30.0 25.3 9.72 10.1 22.8 22.5 41.3 39.8 49.7 44.3 55.7 109GL24h 2.5 65 225 30 20 37.0 25.3 9.72 10.1 22.8 22.5 41.3 39.8 50.4 44.3 55.7 109GL24h 3 65 225 10 0 63.0 25.3 7.00 7.29 23.8 23.2 33.2 44.1 82.6 70.3 66.7 142GL24h 3 65 225 10 20 79.0 25.3 7.00 7.29 23.8 23.2 33.2 44.1 84.1 70.3 66.7 142GL24h 3 65 225 20 0 41.0 25.3 7.00 7.29 23.1 22.5 49.2 56.3 74.4 65.6 66.7 142GL24h 3 65 225 20 20 51.0 25.3 7.00 7.29 23.1 22.5 49.2 56.3 75.6 65.6 66.7 142GL24h 3 65 225 30 0 30.0 25.3 7.00 7.29 22.8 22.5 59.8 61.8 73.3 67.1 66.7 142GL24h 3 65 225 30 20 38.0 25.3 7.00 7.29 22.8 22.5 59.8 61.8 74.2 67.1 66.7 142GL24h 3.5 65 225 10 0 62.0 25.3 5.26 5.48 23.8 23.2 34.2 45.6 108 94.2 68.2 159GL24h 3.5 65 225 10 20 78.0 25.3 5.26 5.48 23.8 23.2 34.2 45.6 110 94.2 68.2 159GL24h 3.5 65 225 20 0 40.0 25.3 5.26 5.48 23.1 22.5 50.9 62.6 89.8 89.0 68.2 159GL24h 3.5 65 225 20 20 50.0 25.3 5.26 5.48 23.1 22.5 50.9 62.6 99.5 89.0 68.2 159GL24h 3.5 65 225 30 0 33.0 25.3 5.26 5.48 22.8 22.5 62.0 73.5 87.3 90.6 68.2 159GL24h 3.5 65 225 30 20 41.0 25.3 5.26 5.48 22.8 22.5 62.0 73.5 93.4 90.6 68.2 159GL24h 4 65 225 10 0 62.0 25.3 4.09 4.26 23.8 23.2 34.9 46.6 129 119 69.2 162GL24h 4 65 225 10 20 78.0 25.3 4.09 4.26 23.8 23.2 34.9 46.6 136 119 69.2 162GL24h 4 65 225 20 0 58.0 25.3 4.09 4.26 23.1 22.5 52.1 64.1 117 111 69.2 162GL24h 4 65 225 20 20 73.0 25.3 4.09 4.26 23.1 22.5 52.1 64.1 124 111 69.2 162GL24h 4 65 225 30 0 56.0 25.3 4.09 4.26 22.8 22.5 63.5 75.4 113 109 69.2 162GL24h 4 65 225 30 20 70.0 25.3 4.09 4.26 22.8 22.5 63.5 75.4 119 109 69.2 162GL24h 4.5 65 225 10 0 72.0 25.3 3.26 3.40 23.8 23.2 35.4 47.3 159 143 69.9 165GL24h 4.5 65 225 10 20 90.0 25.3 3.26 3.40 23.8 23.2 35.4 47.3 163 143 69.9 165GL24h 4.5 65 225 20 0 71.0 25.3 3.26 3.40 23.1 22.5 52.9 65.2 143 130 69.9 165GL24h 4.5 65 225 20 20 89.0 25.3 3.26 3.40 23.1 22.5 52.9 65.2 143 130 69.9 165GL24h 4.5 65 225 30 0 71.0 25.3 3.26 3.40 22.8 22.5 64.5 76.8 136 125 69.9 165GL24h 4.5 65 225 30 20 88.0 25.3 3.26 3.40 22.8 22.5 64.5 76.8 133 125 69.9 165GL24h 5 65 225 10 0 80.0 25.3 2.66 2.77 23.8 23.2 35.7 47.8 188 166 70.4 166GL24h 5 65 225 10 20 99.0 25.3 2.66 2.77 23.8 23.2 35.7 47.8 187 166 70.4 166GL24h 5 65 225 20 0 81.0 25.3 2.66 2.77 23.1 22.5 53.5 66.0 168 148 70.4 166GL24h 5 65 225 20 20 101 25.3 2.66 2.77 23.1 22.5 53.5 66.0 160 148 70.4 166GL24h 5 65 225 30 0 81.0 25.3 2.66 2.77 22.8 22.5 65.3 77.8 156 140 70.4 166GL24h 5 65 225 30 20 101 25.3 2.66 2.77 22.8 22.5 65.3 77.8 145 140 70.4 166GL24h 5.5 65 225 10 0 86.0 25.3 2.21 2.30 23.8 23.2 36.0 48.2 217 189 70.8 168GL24h 5.5 65 225 10 20 107 25.3 2.21 2.30 23.8 23.2 36.0 48.2 211 189 70.8 168GL24h 5.5 65 225 20 0 88.0 25.3 2.21 2.30 23.1 22.5 53.9 66.6 191 165 70.8 168GL24h 5.5 65 225 20 20 110 25.3 2.21 2.30 23.1 22.5 53.9 66.6 176 165 70.8 168GL24h 5.5 65 225 30 0 89.0 25.3 2.21 2.30 22.8 22.5 65.9 78.6 176 154 70.8 168GL24h 5.5 65 225 30 20 111 25.3 2.21 2.30 22.8 22.5 65.9 78.6 155 154 70.8 168
Type 3Input: Steel grade S235, bs = b - 20mm Type 1 Extra lamellaType 2Modified
Appendix B, Result data Point load at midpoint
B-1
![Page 48: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/48.jpg)
Beam grade L b h ts Red P.pre V.ed
P.ed inst
P.ed fin
V.ed inst
V.ed fin
P.ed inst
P.ed fin
P.ed inst
P.ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN kN kN kN kN % % % % % %
Type 3Input: Steel grade S235, bs = b - 20mm Type 1 Extra lamellaType 2Modified
GL24h 2 65 270 10 0 89.0 30.3 19.7 19.7 29.5 28.9 16.9 21.9 50.8 45.6 34.0GL24h 2 65 270 10 20 111 30.3 19.7 19.7 29.5 28.9 16.9 21.9 52.2 45.6 34.0GL24h 2 65 270 20 0 59.0 30.3 19.7 19.7 28.7 28.0 24.1 28.8 42.3 39.9 34.0GL24h 2 65 270 20 20 74.0 30.3 19.7 19.7 28.7 28.0 24.1 28.8 43.5 39.9 34.0GL24h 2 65 270 30 0 44.0 30.3 19.7 19.7 28.3 27.7 28.6 33.1 39.9 39.5 34.0GL24h 2 65 270 30 20 55.0 30.3 19.7 19.7 28.3 27.7 28.6 33.1 40.8 39.5 34.0GL24h 2.5 65 270 10 0 89.0 30.3 15.8 15.8 29.5 28.9 16.9 21.9 50.8 45.6 34.0GL24h 2.5 65 270 10 20 111 30.3 15.8 15.8 29.5 28.9 16.9 21.9 52.2 45.6 34.0GL24h 2.5 65 270 20 0 59.0 30.3 15.8 15.8 28.7 28.0 24.1 28.8 42.3 39.9 34.0GL24h 2.5 65 270 20 20 73.0 30.3 15.8 15.8 28.7 28.0 24.1 28.8 43.5 39.9 34.0GL24h 2.5 65 270 30 0 44.0 30.3 15.8 15.8 28.3 27.7 28.6 33.1 39.9 39.5 34.0GL24h 2.5 65 270 30 20 55.0 30.3 15.8 15.8 28.3 27.7 28.6 33.1 40.8 39.5 34.0GL24h 3 65 270 10 0 88.0 30.3 11.7 12.2 29.5 28.9 31.7 31.7 69.6 57.4 44.9GL24h 3 65 270 10 20 110 30.3 11.7 12.2 29.5 28.9 31.7 31.7 71.3 57.4 44.9GL24h 3 65 270 20 0 59.0 30.3 11.7 12.2 28.7 28.0 39.8 39.2 60.2 51.3 44.9GL24h 3 65 270 20 20 74.0 30.3 11.7 12.2 28.7 28.0 39.8 39.2 61.6 51.3 44.9GL24h 3 65 270 30 0 44.0 30.3 11.7 12.2 28.3 27.7 44.9 43.9 57.5 50.8 44.9GL24h 3 65 270 30 20 55.0 30.3 11.7 12.2 28.3 27.7 44.9 43.9 58.6 50.8 44.9GL24h 3.5 65 270 10 0 89.0 30.3 8.84 9.21 29.5 28.9 35.9 48.5 92.0 78.0 53.9GL24h 3.5 65 270 10 20 111 30.3 8.84 9.21 29.5 28.9 35.9 48.5 93.8 78.0 53.9GL24h 3.5 65 270 20 0 59.0 30.3 8.84 9.21 28.7 28.0 54.3 57.4 81.1 71.1 53.9GL24h 3.5 65 270 20 20 73.0 30.3 8.84 9.21 28.7 28.0 54.3 57.4 82.7 71.1 53.9GL24h 3.5 65 270 30 0 44.0 30.3 8.84 9.21 28.3 27.7 63.8 62.7 78.2 70.6 53.9GL24h 3.5 65 270 30 20 55.0 30.3 8.84 9.21 28.3 27.7 63.8 62.7 79.3 70.6 53.9GL24h 4 65 270 10 0 88.0 30.3 6.91 7.20 29.5 28.9 36.9 50.1 115 99.2 55.0GL24h 4 65 270 10 20 110 30.3 6.91 7.20 29.5 28.9 36.9 50.1 117 99.2 55.0GL24h 4 65 270 20 0 58.0 30.3 6.91 7.20 28.7 28.0 56.1 70.1 103 91.5 55.0GL24h 4 65 270 20 20 73.0 30.3 6.91 7.20 28.7 28.0 56.1 70.1 104 91.5 55.0GL24h 4 65 270 30 0 44.0 30.3 6.91 7.20 28.3 27.7 68.5 82.0 99.4 91.0 55.0GL24h 4 65 270 30 20 54.0 30.3 6.91 7.20 28.3 27.7 68.5 82.0 101 91.0 55.0GL24h 4.5 65 270 10 0 88.0 30.3 5.54 5.77 29.5 28.9 37.6 51.2 138 121 55.7GL24h 4.5 65 270 10 20 110 30.3 5.54 5.77 29.5 28.9 37.6 51.2 141 121 55.7GL24h 4.5 65 270 20 0 59.0 30.3 5.54 5.77 28.7 28.0 57.4 71.9 120 112 55.7GL24h 4.5 65 270 20 20 73.0 30.3 5.54 5.77 28.7 28.0 57.4 71.9 127 112 55.7GL24h 4.5 65 270 30 0 47.0 30.3 5.54 5.77 28.3 27.7 70.2 84.2 110 112 55.7GL24h 4.5 65 270 30 20 58.0 30.3 5.54 5.77 28.3 27.7 70.2 84.2 119 112 55.7GL24h 5 65 270 10 0 88.0 30.3 4.54 4.73 29.5 28.9 38.2 52.0 162 143 56.3GL24h 5 65 270 10 20 110 30.3 4.54 4.73 29.5 28.9 38.2 52.0 164 143 56.3GL24h 5 65 270 20 0 69.0 30.3 4.54 4.73 28.7 28.0 58.3 73.2 140 133 56.3GL24h 5 65 270 20 20 87.0 30.3 4.54 4.73 28.7 28.0 58.3 73.2 149 133 56.3GL24h 5 65 270 30 0 67.0 30.3 4.54 4.73 28.3 27.7 71.4 85.9 135 130 56.3GL24h 5 65 270 30 20 83.0 30.3 4.54 4.73 28.3 27.7 71.4 85.9 143 130 56.3GL24h 5.5 65 270 10 0 89.0 30.3 3.78 3.94 29.5 28.9 38.6 52.6 186 165 56.7GL24h 5.5 65 270 10 20 111 30.3 3.78 3.94 29.5 28.9 38.6 52.6 189 165 56.7GL24h 5.5 65 270 20 0 82.0 30.3 3.78 3.94 28.7 28.0 59.1 74.2 166 152 56.7GL24h 5.5 65 270 20 20 102 30.3 3.78 3.94 28.7 28.0 59.1 74.2 170 152 56.7GL24h 5.5 65 270 30 0 81.0 30.3 3.78 3.94 28.3 27.7 72.4 87.1 157 146 56.7GL24h 5.5 65 270 30 20 101 30.3 3.78 3.94 28.3 27.7 72.4 87.1 159 146 56.7
Appendix B, Result data Point load at midpoint
B-2
![Page 49: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/49.jpg)
Beam grade L b h ts Red P.pre V.ed
P.ed inst
P.ed fin
V.ed inst
V.ed fin
P.ed inst
P.ed fin
P.ed inst
P.ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN kN kN kN kN % % % % % %
Type 3Input: Steel grade S235, bs = b - 20mm Type 1 Extra lamellaType 2Modified
GL24h 6 65 270 10 0 90.0 30.3 3.19 3.33 29.5 28.9 38.9 53.1 208 187 57.0GL24h 6 65 270 10 20 112 30.3 3.19 3.33 29.5 28.9 38.9 53.1 213 187 57.0GL24h 6 65 270 20 0 91.0 30.3 3.19 3.33 28.7 28.0 59.6 75.0 189 170 57.0GL24h 6 65 270 20 20 114 30.3 3.19 3.33 28.7 28.0 59.6 75.0 188 170 57.0GL24h 6 65 270 30 0 91.0 30.3 3.19 3.33 28.3 27.7 73.1 88.1 178 162 57.0GL24h 6 65 270 30 20 114 30.3 3.19 3.33 28.3 27.7 73.1 88.1 173 162 57.0GL24h 2 65 315 10 0 117 35.4 26.4 26.4 35.1 34.6 18.7 24.5 61.9 55.6GL24h 2 65 315 10 20 147 35.4 26.4 26.4 35.1 34.6 18.7 24.5 63.6 55.6GL24h 2 65 315 20 0 80.0 35.4 26.4 26.4 34.4 33.7 27.0 32.6 51.3 48.0GL24h 2 65 315 20 20 100 35.4 26.4 26.4 34.4 33.7 27.0 32.6 52.8 48.0GL24h 2 65 315 30 0 60.0 35.4 26.4 26.4 33.9 33.2 32.1 37.3 47.6 46.4GL24h 2 65 315 30 20 75.0 35.4 26.4 26.4 33.9 33.2 32.1 37.3 48.8 46.4GL24h 2.5 65 315 10 0 117 35.4 21.1 21.1 35.1 34.6 18.7 24.5 61.9 55.6GL24h 2.5 65 315 10 20 147 35.4 21.1 21.1 35.1 34.6 18.7 24.5 63.6 55.6GL24h 2.5 65 315 20 0 80.0 35.4 21.1 21.1 34.4 33.7 27.0 32.6 51.3 48.0GL24h 2.5 65 315 20 20 99.0 35.4 21.1 21.1 34.4 33.7 27.0 32.6 52.8 48.0GL24h 2.5 65 315 30 0 61.0 35.4 21.1 21.1 33.9 33.2 32.1 37.3 47.7 46.4GL24h 2.5 65 315 30 20 76.0 35.4 21.1 21.1 33.9 33.2 32.1 37.3 48.8 46.4GL24h 3 65 315 10 0 118 35.4 17.6 17.6 35.1 34.6 18.7 24.5 62.0 55.6GL24h 3 65 315 10 20 146 35.4 17.6 17.6 35.1 34.6 18.7 24.5 63.6 55.6GL24h 3 65 315 20 0 80.0 35.4 17.6 17.6 34.4 33.7 27.0 32.6 51.3 48.0GL24h 3 65 315 20 20 99.0 35.4 17.6 17.6 34.4 33.7 27.0 32.6 52.8 48.0GL24h 3 65 315 30 0 60.0 35.4 17.6 17.6 33.9 33.2 32.1 37.3 47.6 46.4GL24h 3 65 315 30 20 75.0 35.4 17.6 17.6 33.9 33.2 32.1 37.3 48.8 46.4GL24h 3.5 65 315 10 0 118 35.4 13.6 14.2 35.1 34.6 31.6 32.5 79.7 65.6GL24h 3.5 65 315 10 20 147 35.4 13.6 14.2 35.1 34.6 31.6 32.5 81.4 65.6GL24h 3.5 65 315 20 0 80.0 35.4 13.6 14.2 34.4 33.7 40.9 41.2 67.8 57.5GL24h 3.5 65 315 20 20 100 35.4 13.6 14.2 34.4 33.7 40.9 41.2 69.5 57.5GL24h 3.5 65 315 30 0 60.0 35.4 13.6 14.2 33.9 33.2 46.5 46.2 63.6 55.8GL24h 3.5 65 315 30 20 75.0 35.4 13.6 14.2 33.9 33.2 46.5 46.2 65.0 55.8GL24h 4 65 315 10 0 117 35.4 10.7 11.2 35.1 34.6 36.7 47.3 99.6 84.1GL24h 4 65 315 10 20 146 35.4 10.7 11.2 35.1 34.6 36.7 47.3 102 84.1GL24h 4 65 315 20 0 79.0 35.4 10.7 11.2 34.4 33.7 56.6 57.0 86.4 75.1GL24h 4 65 315 20 20 99.0 35.4 10.7 11.2 34.4 33.7 56.6 57.0 88.4 75.1GL24h 4 65 315 30 0 60.0 35.4 10.7 11.2 33.9 33.2 62.9 62.5 82.0 73.3GL24h 4 65 315 30 20 75.0 35.4 10.7 11.2 33.9 33.2 62.9 62.5 83.4 73.3GL24h 4.5 65 315 10 0 117 35.4 8.63 8.99 35.1 34.6 37.6 51.8 120 103GL24h 4.5 65 315 10 20 146 35.4 8.63 8.99 35.1 34.6 37.6 51.8 123 103GL24h 4.5 65 315 20 0 80.0 35.4 8.63 8.99 34.4 33.7 58.3 73.3 106 93.2GL24h 4.5 65 315 20 20 99.0 35.4 8.63 8.99 34.4 33.7 58.3 73.3 108 93.2GL24h 4.5 65 315 30 0 59.0 35.4 8.63 8.99 33.9 33.2 71.8 79.3 101 91.2GL24h 4.5 65 315 30 20 74.0 35.4 8.63 8.99 33.9 33.2 71.8 79.3 102 91.2GL24h 5 65 315 10 0 117 35.4 7.09 7.38 35.1 34.6 38.4 53.0 141 123GL24h 5 65 315 10 20 147 35.4 7.09 7.38 35.1 34.6 38.4 53.0 144 123GL24h 5 65 315 20 0 80.0 35.4 7.09 7.38 34.4 33.7 59.7 75.9 126 112GL24h 5 65 315 20 20 99.0 35.4 7.09 7.38 34.4 33.7 59.7 75.9 128 112GL24h 5 65 315 30 0 61.0 35.4 7.09 7.38 33.9 33.2 73.6 89.4 120 110GL24h 5 65 315 30 20 76.0 35.4 7.09 7.38 33.9 33.2 73.6 89.4 122 110
Appendix B, Result data Point load at midpoint
B-3
![Page 50: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/50.jpg)
Beam grade L b h ts Red P.pre V.ed
P.ed inst
P.ed fin
V.ed inst
V.ed fin
P.ed inst
P.ed fin
P.ed inst
P.ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN kN kN kN kN % % % % % %
Type 3Input: Steel grade S235, bs = b - 20mm Type 1 Extra lamellaType 2Modified
GL24h 5.5 65 315 10 0 116 35.4 5.92 6.17 35.1 34.6 38.9 53.8 163 142GL24h 5.5 65 315 10 20 145 35.4 5.92 6.17 35.1 34.6 38.9 53.8 165 142GL24h 5.5 65 315 20 0 80.0 35.4 5.92 6.17 34.4 33.7 60.7 77.3 146 130GL24h 5.5 65 315 20 20 100 35.4 5.92 6.17 34.4 33.7 60.7 77.3 148 130GL24h 5.5 65 315 30 0 59.0 35.4 5.92 6.17 33.9 33.2 74.9 91.2 127 128GL24h 5.5 65 315 30 20 74.0 35.4 5.92 6.17 33.9 33.2 74.9 91.2 141 128GL24h 6 65 315 10 0 117 35.4 5.01 5.22 35.1 34.6 39.4 54.5 184 162GL24h 6 65 315 10 20 146 35.4 5.01 5.22 35.1 34.6 39.4 54.5 187 162GL24h 6 65 315 20 0 80.0 35.4 5.01 5.22 34.4 33.7 61.5 78.5 157 149GL24h 6 65 315 20 20 100 35.4 5.01 5.22 34.4 33.7 61.5 78.5 168 149GL24h 6 65 315 30 0 77.0 35.4 5.01 5.22 33.9 33.2 76.0 92.6 151 146GL24h 6 65 315 30 20 96.0 35.4 5.01 5.22 33.9 33.2 76.0 92.6 161 146GL24h 6.5 65 315 10 0 116 35.4 4.30 4.48 35.1 34.6 39.7 55.0 206 182GL24h 6.5 65 315 10 20 145 35.4 4.30 4.48 35.1 34.6 39.7 55.0 209 182GL24h 6.5 65 315 20 0 92.0 35.4 4.30 4.48 34.4 33.7 62.1 79.3 181 168GL24h 6.5 65 315 20 20 114 35.4 4.30 4.48 34.4 33.7 62.1 79.3 189 168GL24h 6.5 65 315 30 0 90.0 35.4 4.30 4.48 33.9 33.2 76.9 93.8 172 162GL24h 6.5 65 315 30 20 113 35.4 4.30 4.48 33.9 33.2 76.9 93.8 178 162GL24h 7 65 315 10 0 117 35.4 3.73 3.88 35.1 34.6 40.0 55.5 228 202GL24h 7 65 315 10 20 146 35.4 3.73 3.88 35.1 34.6 40.0 55.5 231 202GL24h 7 65 315 20 0 101 35.4 3.73 3.88 34.4 33.7 62.6 80.1 204 186GL24h 7 65 315 20 20 126 35.4 3.73 3.88 34.4 33.7 62.6 80.1 208 186GL24h 7 65 315 30 0 101 35.4 3.73 3.88 33.9 33.2 77.5 94.7 193 177GL24h 7 65 315 30 20 126 35.4 3.73 3.88 33.9 33.2 77.5 94.7 193 177GL28h 4 90 225 10 0 107 38.9 6.14 6.40 36.6 35.7 35.5 47.3 142 131 69.2 162GL28h 4 90 225 10 20 134 38.9 6.14 6.40 36.6 35.7 35.5 47.3 147 131 69.2 162GL28h 4 90 225 20 0 105 38.9 6.14 6.40 35.5 34.6 52.8 64.8 130 120 69.2 162GL28h 4 90 225 20 20 132 38.9 6.14 6.40 35.5 34.6 52.8 64.8 131 120 69.2 162GL28h 4 90 225 30 0 104 38.9 6.14 6.40 35.1 34.5 64.2 76.1 124 117 69.2 162GL28h 4 90 225 30 20 130 38.9 6.14 6.40 35.1 34.5 64.2 76.1 123 117 69.2 162GL28h 5 90 225 10 0 132 38.9 4.00 4.17 36.6 35.7 36.4 48.6 202 178 70.4 166GL28h 5 90 225 10 20 165 38.9 4.00 4.17 36.6 35.7 36.4 48.6 195 178 70.4 166GL28h 5 90 225 20 0 134 38.9 4.00 4.17 35.5 34.6 54.2 66.8 178 156 70.4 166GL28h 5 90 225 20 20 168 38.9 4.00 4.17 35.5 34.6 54.2 66.8 163 156 70.4 166GL28h 5 90 225 30 0 136 38.9 4.00 4.17 35.1 34.5 66.1 78.5 165 146 70.4 166GL28h 5 90 225 30 20 170 38.9 4.00 4.17 35.1 34.5 66.1 78.5 144 146 70.4 166GL28h 6 90 225 10 0 147 38.9 2.81 2.92 36.6 35.7 36.9 49.3 258 223 71.1 169GL28h 6 90 225 10 20 184 38.9 2.81 2.92 36.6 35.7 36.9 49.3 240 223 71.1 169GL28h 6 90 225 20 0 152 38.9 2.81 2.92 35.5 34.6 55.0 67.8 225 190 71.1 169GL28h 6 90 225 20 20 190 38.9 2.81 2.92 35.5 34.6 55.0 67.8 192 190 71.1 169GL28h 6 90 225 30 0 155 38.9 2.81 2.92 35.1 34.5 67.2 79.9 204 173 71.1 169GL28h 6 90 225 30 20 193 38.9 2.81 2.92 35.1 34.5 67.2 79.9 163 173 71.1 169GL28h 7 90 225 10 0 158 38.9 2.07 2.16 36.6 35.7 37.2 49.7 311 267 71.6 170GL28h 7 90 225 10 20 197 38.9 2.07 2.16 36.6 35.7 37.2 49.7 284 268 71.6 170GL28h 7 90 225 20 0 164 38.9 2.07 2.16 35.5 34.6 55.6 68.5 266 222 71.6 170GL28h 7 90 225 20 20 205 38.9 2.07 2.16 35.5 34.6 55.6 68.5 219 222 71.6 170GL28h 7 90 225 30 0 168 38.9 2.07 2.16 35.1 34.5 67.8 80.8 239 200 71.6 170GL28h 7 90 225 30 20 206 38.9 2.07 2.16 35.1 34.5 67.8 80.8 184 198 71.6 170
Appendix B, Result data Point load at midpoint
B-4
![Page 51: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/51.jpg)
Beam grade L b h ts Red P.pre V.ed
P.ed inst
P.ed fin
V.ed inst
V.ed fin
P.ed inst
P.ed fin
P.ed inst
P.ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN kN kN kN kN % % % % % %
Type 3Input: Steel grade S235, bs = b - 20mm Type 1 Extra lamellaType 2Modified
GL28h 4 90 270 10 0 126 46.7 10.4 10.8 45.3 44.4 37.6 50.9 125 110 55.0 125GL28h 4 90 270 10 20 158 46.7 10.4 10.8 45.3 44.4 37.6 50.9 127 110 55.0 125GL28h 4 90 270 20 0 84.0 46.7 10.4 10.8 44.1 43.1 56.9 70.9 108 104 55.0 125GL28h 4 90 270 20 20 105 46.7 10.4 10.8 44.1 43.1 56.9 70.9 116 104 55.0 125GL28h 4 90 270 30 0 64.0 46.7 10.4 10.8 43.5 42.6 69.3 82.8 100 104 55.0 125GL28h 4 90 270 30 20 79.0 46.7 10.4 10.8 43.5 42.6 69.3 82.8 108 104 55.0 125GL28h 5 90 270 10 0 127 46.7 6.82 7.11 45.3 44.4 38.9 52.9 169 156 56.3 129GL28h 5 90 270 10 20 159 46.7 6.82 7.11 45.3 44.4 38.9 52.9 177 156 56.3 129GL28h 5 90 270 20 0 125 46.7 6.82 7.11 44.1 43.1 59.2 74.1 156 145 56.3 129GL28h 5 90 270 20 20 156 46.7 6.82 7.11 44.1 43.1 59.2 74.1 160 145 56.3 129GL28h 5 90 270 30 0 123 46.7 6.82 7.11 43.5 42.6 72.3 86.7 149 140 56.3 129GL28h 5 90 270 30 20 154 46.7 6.82 7.11 43.5 42.6 72.3 86.7 150 140 56.3 129GL28h 6 90 270 10 0 150 46.7 4.80 5.00 45.3 44.4 39.7 54.0 225 202 57.0 131GL28h 6 90 270 10 20 188 46.7 4.80 5.00 45.3 44.4 39.7 54.0 225 201 57.0 131GL28h 6 90 270 20 0 153 46.7 4.80 5.00 44.1 43.1 60.5 75.9 204 181 57.0 131GL28h 6 90 270 20 20 191 46.7 4.80 5.00 44.1 43.1 60.5 75.9 195 181 57.0 131GL28h 6 90 270 30 0 154 46.7 4.80 5.00 43.5 42.6 74.0 89.0 190 170 57.0 131GL28h 6 90 270 30 20 193 46.7 4.80 5.00 43.5 42.6 74.0 89.0 176 170 57.0 131GL28h 7 90 270 10 0 166 46.7 3.56 3.71 45.3 44.4 40.2 54.7 278 246 57.5 133GL28h 7 90 270 10 20 207 46.7 3.56 3.71 45.3 44.4 40.2 54.7 271 246 57.5 133GL28h 7 90 270 20 0 172 46.7 3.56 3.71 44.1 43.1 61.3 77.0 250 215 57.5 133GL28h 7 90 270 20 20 215 46.7 3.56 3.71 44.1 43.1 61.3 77.0 227 215 57.5 133GL28h 7 90 270 30 0 174 46.7 3.56 3.71 43.5 42.6 75.1 90.4 229 198 57.5 133GL28h 7 90 270 30 20 218 46.7 3.56 3.71 43.5 42.6 75.1 90.4 199 198 57.5 133GL28h 8 90 270 10 0 177 46.7 2.74 2.85 45.3 44.4 40.5 55.2 329 289 57.8 134GL28h 8 90 270 10 20 222 46.7 2.74 2.85 45.3 44.4 40.5 55.2 316 289 57.8 134GL28h 8 90 270 20 0 185 46.7 2.74 2.85 44.1 43.1 61.9 77.8 292 249 57.8 134GL28h 8 90 270 20 20 231 46.7 2.74 2.85 44.1 43.1 61.9 77.8 259 248 57.8 134GL28h 8 90 270 30 0 189 46.7 2.74 2.85 43.5 42.6 75.9 91.4 266 225 57.8 134GL28h 8 90 270 30 20 236 46.7 2.74 2.85 43.5 42.6 75.9 91.4 221 225 57.8 134GL28h 4 90 315 10 0 167 54.4 16.1 16.8 54.0 53.2 37.4 51.3 108 93.2 45.2 101GL28h 4 90 315 10 20 209 54.4 16.1 16.8 54.0 53.2 37.4 51.3 110 93.2 45.2 101GL28h 4 90 315 20 0 113 54.4 16.1 16.8 52.9 51.7 57.5 69.1 96.6 85.9 45.2 101GL28h 4 90 315 20 20 141 54.4 16.1 16.8 52.9 51.7 57.5 69.1 98.4 85.9 45.2 101GL28h 4 90 315 30 0 86.0 54.4 16.1 16.8 52.1 51.0 70.4 75.0 93.2 84.9 45.2 101GL28h 4 90 315 30 20 107 54.4 16.1 16.8 52.1 51.0 70.4 75.0 94.6 84.9 45.2 101GL28h 5 90 315 10 0 166 54.4 10.7 11.1 54.0 53.2 39.1 53.9 151 134 46.6 104GL28h 5 90 315 10 20 208 54.4 10.7 11.1 54.0 53.2 39.1 53.9 154 134 46.6 104GL28h 5 90 315 20 0 113 54.4 10.7 11.1 52.9 51.7 60.6 76.9 133 125 46.6 104GL28h 5 90 315 20 20 142 54.4 10.7 11.1 52.9 51.7 60.6 76.9 140 125 46.6 104GL28h 5 90 315 30 0 90.0 54.4 10.7 11.1 52.1 51.0 74.5 90.3 122 124 46.6 104GL28h 5 90 315 30 20 112 54.4 10.7 11.1 52.1 51.0 74.5 90.3 133 124 46.6 104GL28h 6 90 315 10 0 166 54.4 7.54 7.85 54.0 53.2 40.2 55.5 196 175 47.3 107GL28h 6 90 315 10 20 208 54.4 7.54 7.85 54.0 53.2 40.2 55.5 199 175 47.3 107GL28h 6 90 315 20 0 144 54.4 7.54 7.85 52.9 51.7 62.4 79.5 175 163 47.3 107GL28h 6 90 315 20 20 179 54.4 7.54 7.85 52.9 51.7 62.4 79.5 181 163 47.3 107GL28h 6 90 315 30 0 141 54.4 7.54 7.85 52.1 51.0 77.0 93.6 167 157 47.3 107GL28h 6 90 315 30 20 176 54.4 7.54 7.85 52.1 51.0 77.0 93.6 171 157 47.3 107
Appendix B, Result data Point load at midpoint
B-5
![Page 52: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/52.jpg)
Beam grade L b h ts Red P.pre V.ed
P.ed inst
P.ed fin
V.ed inst
V.ed fin
P.ed inst
P.ed fin
P.ed inst
P.ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN kN kN kN kN % % % % % %
Type 3Input: Steel grade S235, bs = b - 20mm Type 1 Extra lamellaType 2Modified
GL28h 7 90 315 10 0 168 54.4 5.60 5.84 54.0 53.2 40.8 56.5 240 217 47.8 108GL28h 7 90 315 10 20 210 54.4 5.60 5.84 54.0 53.2 40.8 56.5 245 217 47.8 108GL28h 7 90 315 20 0 171 54.4 5.60 5.84 52.9 51.7 63.6 81.1 221 198 47.8 108GL28h 7 90 315 20 20 214 54.4 5.60 5.84 52.9 51.7 63.6 81.1 218 198 47.8 108GL28h 7 90 315 30 0 172 54.4 5.60 5.84 52.1 51.0 78.6 95.7 208 187 47.8 108GL28h 7 90 315 30 20 215 54.4 5.60 5.84 52.1 51.0 78.6 95.7 200 187 47.8 108GL28h 8 90 315 10 0 184 54.4 4.32 4.50 54.0 53.2 41.3 57.2 290 259 48.2 109GL28h 8 90 315 10 20 230 54.4 4.32 4.50 54.0 53.2 41.3 57.2 290 259 48.2 109GL28h 8 90 315 20 0 190 54.4 4.32 4.50 52.9 51.7 64.4 82.2 265 232 48.2 109GL28h 8 90 315 20 20 238 54.4 4.32 4.50 52.9 51.7 64.4 82.2 252 232 48.2 109GL28h 8 90 315 30 0 193 54.4 4.32 4.50 52.1 51.0 79.6 97.1 246 216 48.2 109GL28h 8 90 315 30 20 241 54.4 4.32 4.50 52.1 51.0 79.6 97.1 226 216 48.2 109GL28h 9 90 315 10 0 196 54.4 3.43 3.58 54.0 53.2 41.6 57.6 337 301 48.4 110GL28h 9 90 315 10 20 245 54.4 3.43 3.58 54.0 53.2 41.6 57.6 334 301 48.4 110GL28h 9 90 315 20 0 205 54.4 3.43 3.58 52.9 51.7 64.9 83.0 306 265 48.4 110GL28h 9 90 315 20 20 256 54.4 3.43 3.58 52.9 51.7 64.9 83.0 285 265 48.4 110GL28h 9 90 315 30 0 209 54.4 3.43 3.58 52.1 51.0 80.4 98.1 284 243 48.4 110GL28h 9 90 315 30 20 261 54.4 3.43 3.58 52.1 51.0 80.4 98.1 250 243 48.4 110GL28h 4 90 360 10 0 211 62.2 23.4 24.4 62.7 62.0 36.0 42.6 95.0 80.5 38.1 72.4GL28h 4 90 360 10 20 264 62.2 23.4 24.4 62.7 62.0 36.0 42.6 97.0 80.5 38.1 72.4GL28h 4 90 360 20 0 144 62.2 23.4 24.4 61.7 60.5 51.9 53.0 82.9 72.2 38.1 72.4GL28h 4 90 360 20 20 180 62.2 23.4 24.4 61.7 60.5 51.9 53.0 84.8 72.2 38.1 72.4GL28h 4 90 360 30 0 110 62.2 23.4 24.4 60.9 59.6 58.4 58.7 78.6 70.3 38.1 72.4GL28h 4 90 360 30 20 138 62.2 23.4 24.4 60.9 59.6 58.4 58.7 80.2 70.3 38.1 72.4GL28h 5 90 360 10 0 211 62.2 15.6 16.3 62.7 62.0 38.1 53.1 134 116 39.5 87.2GL28h 5 90 360 10 20 263 62.2 15.6 16.3 62.7 62.0 38.1 53.1 136 116 39.5 87.2GL28h 5 90 360 20 0 145 62.2 15.6 16.3 61.7 60.5 59.9 76.9 119 106 39.5 87.2GL28h 5 90 360 20 20 181 62.2 15.6 16.3 61.7 60.5 59.9 76.9 121 106 39.5 87.2GL28h 5 90 360 30 0 109 62.2 15.6 16.3 60.9 59.6 74.2 90.1 114 104 39.5 87.2GL28h 5 90 360 30 20 137 62.2 15.6 16.3 60.9 59.6 74.2 90.1 116 104 39.5 87.2GL28h 6 90 360 10 0 211 62.2 11.1 11.6 62.7 62.0 39.4 55.1 174 153 40.3 89.5GL28h 6 90 360 10 20 263 62.2 11.1 11.6 62.7 62.0 39.4 55.1 176 153 40.3 89.5GL28h 6 90 360 20 0 144 62.2 11.1 11.6 61.7 60.5 62.2 80.3 157 142 40.3 89.5GL28h 6 90 360 20 20 180 62.2 11.1 11.6 61.7 60.5 62.2 80.3 159 142 40.3 89.5GL28h 6 90 360 30 0 113 62.2 11.1 11.6 60.9 59.6 77.4 95.1 139 139 40.3 89.5GL28h 6 90 360 30 20 141 62.2 11.1 11.6 60.9 59.6 77.4 95.1 153 139 40.3 89.5GL28h 7 90 360 10 0 210 62.2 8.28 8.63 62.7 62.0 40.2 56.4 215 191 40.8 90.9GL28h 7 90 360 10 20 263 62.2 8.28 8.63 62.7 62.0 40.2 56.4 218 191 40.8 90.9GL28h 7 90 360 20 0 162 62.2 8.28 8.63 61.7 60.5 63.7 82.4 190 177 40.8 90.9GL28h 7 90 360 20 20 202 62.2 8.28 8.63 61.7 60.5 63.7 82.4 198 177 40.8 90.9GL28h 7 90 360 30 0 159 62.2 8.28 8.63 60.9 59.6 79.4 97.9 182 171 40.8 90.9GL28h 7 90 360 30 20 199 62.2 8.28 8.63 60.9 59.6 79.4 97.9 188 171 40.8 90.9GL28h 8 90 360 10 0 210 62.2 6.40 6.67 62.7 62.0 40.8 57.2 256 230 41.2 91.9GL28h 8 90 360 10 20 263 62.2 6.40 6.67 62.7 62.0 40.8 57.2 260 230 41.2 91.9GL28h 8 90 360 20 0 189 62.2 6.40 6.67 61.7 60.5 64.8 83.9 234 211 41.2 91.9GL28h 8 90 360 20 20 236 62.2 6.40 6.67 61.7 60.5 64.8 83.9 235 211 41.2 91.9GL28h 8 90 360 30 0 189 62.2 6.40 6.67 60.9 59.6 80.8 99.8 221 201 41.2 91.9GL28h 8 90 360 30 20 236 62.2 6.40 6.67 60.9 59.6 80.8 99.8 218 201 41.2 91.9
Appendix B, Result data Point load at midpoint
B-6
![Page 53: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/53.jpg)
Beam grade L b h ts Red P.pre V.ed
P.ed inst
P.ed fin
V.ed inst
V.ed fin
P.ed inst
P.ed fin
P.ed inst
P.ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN kN kN kN kN % % % % % %
Type 3Input: Steel grade S235, bs = b - 20mm Type 1 Extra lamellaType 2Modified
GL28h 9 90 360 10 0 210 62.2 5.09 5.31 62.7 62.0 41.2 57.8 298 268 41.4 92.6GL28h 9 90 360 10 20 262 62.2 5.09 5.31 62.7 62.0 41.2 57.8 302 268 41.4 92.6GL28h 9 90 360 20 0 208 62.2 5.09 5.31 61.7 60.5 65.5 84.9 275 244 41.4 92.6GL28h 9 90 360 20 20 260 62.2 5.09 5.31 61.7 60.5 65.5 84.9 269 244 41.4 92.6GL28h 9 90 360 30 0 211 62.2 5.09 5.31 60.9 59.6 81.8 101 258 229 41.4 92.6GL28h 9 90 360 30 20 264 62.2 5.09 5.31 60.9 59.6 81.8 101 245 229 41.4 92.6GL28h 10 90 360 10 0 214 62.2 4.15 4.32 62.7 62.0 41.5 58.3 341 307 41.6 93.1GL28h 10 90 360 10 20 267 62.2 4.15 4.32 62.7 62.0 41.5 58.3 344 307 41.6 93.1GL28h 10 90 360 20 0 223 62.2 4.15 4.32 61.7 60.5 66.0 85.7 316 276 41.6 93.1GL28h 10 90 360 20 20 279 62.2 4.15 4.32 61.7 60.5 66.0 85.7 302 276 41.6 93.1GL28h 10 90 360 30 0 228 62.2 4.15 4.32 60.9 59.6 82.5 102 295 256 41.6 93.1GL28h 10 90 360 30 20 285 62.2 4.15 4.32 60.9 59.6 82.5 102 271 256 41.6 93.1GL28h 11 90 360 10 0 224 62.2 3.44 3.58 62.7 62.0 41.7 58.6 385 346 41.7 93.5GL28h 11 90 360 10 20 280 62.2 3.44 3.58 62.7 62.0 41.7 58.6 386 346 41.7 93.5GL28h 11 90 360 20 0 235 62.2 3.44 3.58 61.7 60.5 66.4 86.3 354 308 41.7 93.5GL28h 11 90 360 20 20 294 62.2 3.44 3.58 61.7 60.5 66.4 86.3 335 308 41.7 93.5GL28h 11 90 360 30 0 241 62.2 3.44 3.58 60.9 59.6 83.1 103 329 282 41.7 93.5GL28h 11 90 360 30 20 301 62.2 3.44 3.58 60.9 59.6 83.1 103 296 282 41.7 93.5GL28h 4 90 405 10 0 258 70.0 32.3 33.7 71.4 70.9 28.1 30.0 85.1 70.6 24.8 49.6GL28h 4 90 405 10 20 307 70.0 32.3 33.7 71.4 70.9 28.1 30.0 86.9 70.5 24.8 49.6GL28h 4 90 405 20 0 179 70.0 32.3 33.7 70.5 69.3 38.6 40.3 72.4 61.6 24.8 49.6GL28h 4 90 405 20 20 224 70.0 32.3 33.7 70.5 69.3 38.6 40.3 74.4 61.6 24.8 49.6GL28h 4 90 405 30 0 139 70.0 32.3 33.7 69.7 68.3 45.1 45.9 67.6 59.0 24.8 49.6GL28h 4 90 405 30 20 174 70.0 32.3 33.7 69.7 68.3 45.1 45.9 69.2 59.0 24.8 49.6GL28h 5 90 405 10 0 259 70.0 21.8 22.7 71.4 70.9 36.5 51.3 120 102 34.2 74.3GL28h 5 90 405 10 20 307 70.0 21.8 22.7 71.4 70.9 36.5 51.3 122 102 34.2 74.3GL28h 5 90 405 20 0 179 70.0 21.8 22.7 70.5 69.3 58.0 66.4 105 91.6 34.2 74.3GL28h 5 90 405 20 20 223 70.0 21.8 22.7 70.5 69.3 58.0 66.4 107 91.6 34.2 74.3GL28h 5 90 405 30 0 139 70.0 21.8 22.7 69.7 68.3 72.1 73.1 98.8 88.6 34.2 74.3GL28h 5 90 405 30 20 174 70.0 21.8 22.7 69.7 68.3 72.1 73.1 101 88.6 34.2 74.3GL28h 6 90 405 10 0 257 70.0 15.6 16.2 71.4 70.9 38.0 53.6 156 136 35.0 76.6GL28h 6 90 405 10 20 307 70.0 15.6 16.2 71.4 70.9 38.0 53.6 158 136 35.0 76.6GL28h 6 90 405 20 0 179 70.0 15.6 16.2 70.5 69.3 60.8 79.2 138 123 35.0 76.6GL28h 6 90 405 20 20 224 70.0 15.6 16.2 70.5 69.3 60.8 79.2 141 123 35.0 76.6GL28h 6 90 405 30 0 139 70.0 15.6 16.2 69.7 68.3 76.1 94.5 132 120 35.0 76.6GL28h 6 90 405 30 20 174 70.0 15.6 16.2 69.7 68.3 76.1 94.5 134 120 35.0 76.6GL28h 7 90 405 10 0 257 70.0 11.7 12.2 71.4 70.9 39.0 55.2 193 170 35.5 78.1GL28h 7 90 405 10 20 307 70.0 11.7 12.2 71.4 70.9 39.0 55.2 196 170 35.5 78.1GL28h 7 90 405 20 0 178 70.0 11.7 12.2 70.5 69.3 62.6 81.9 173 156 35.5 78.1GL28h 7 90 405 20 20 223 70.0 11.7 12.2 70.5 69.3 62.6 81.9 176 156 35.5 78.1GL28h 7 90 405 30 0 138 70.0 11.7 12.2 69.7 68.3 78.7 98.0 155 152 35.5 78.1GL28h 7 90 405 30 20 172 70.0 11.7 12.2 69.7 68.3 78.7 98.0 168 152 35.5 78.1GL28h 8 90 405 10 0 258 70.0 9.04 9.42 71.4 70.9 39.7 56.2 231 205 35.9 79.1GL28h 8 90 405 10 20 307 70.0 9.04 9.42 71.4 70.9 39.7 56.2 234 205 35.9 79.1GL28h 8 90 405 20 0 180 70.0 9.04 9.42 70.5 69.3 63.9 83.7 201 189 35.9 79.1GL28h 8 90 405 20 20 225 70.0 9.04 9.42 70.5 69.3 63.9 83.7 212 189 35.9 79.1GL28h 8 90 405 30 0 177 70.0 9.04 9.42 69.7 68.3 80.4 100 193 182 35.9 79.1GL28h 8 90 405 30 20 221 70.0 9.04 9.42 69.7 68.3 80.4 100 201 182 35.9 79.1
Appendix B, Result data Point load at midpoint
B-7
![Page 54: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/54.jpg)
Beam grade L b h ts Red P.pre V.ed
P.ed inst
P.ed fin
V.ed inst
V.ed fin
P.ed inst
P.ed fin
P.ed inst
P.ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN kN kN kN kN % % % % % %
Type 3Input: Steel grade S235, bs = b - 20mm Type 1 Extra lamellaType 2Modified
GL28h 9 90 405 10 0 258 70.0 7.20 7.50 71.4 70.9 40.1 57.0 269 240 36.2 79.8GL28h 9 90 405 10 20 307 70.0 7.20 7.50 71.4 70.9 40.1 57.0 273 240 36.2 79.8GL28h 9 90 405 20 0 206 70.0 7.20 7.50 70.5 69.3 64.8 85.0 242 221 36.2 79.8GL28h 9 90 405 20 20 257 70.0 7.20 7.50 70.5 69.3 64.8 85.0 247 221 36.2 79.8GL28h 9 90 405 30 0 206 70.0 7.20 7.50 69.7 68.3 81.6 102 230 211 36.2 79.8GL28h 9 90 405 30 20 258 70.0 7.20 7.50 69.7 68.3 81.6 102 231 211 36.2 79.8GL28h 10 90 405 10 0 257 70.0 5.87 6.12 71.4 70.9 40.5 57.5 307 276 36.3 80.3GL28h 10 90 405 10 20 307 70.0 5.87 6.12 71.4 70.9 40.5 57.5 312 275 36.3 80.3GL28h 10 90 405 20 0 226 70.0 5.87 6.12 70.5 69.3 65.4 86.0 283 253 36.3 80.3GL28h 10 90 405 20 20 282 70.0 5.87 6.12 70.5 69.3 65.4 86.0 281 253 36.3 80.3GL28h 10 90 405 30 0 229 70.0 5.87 6.12 69.7 68.3 82.5 103 267 238 36.3 80.3GL28h 10 90 405 30 20 286 70.0 5.87 6.12 69.7 68.3 82.5 103 259 238 36.3 80.3GL28h 11 90 405 10 0 256 70.0 4.87 5.08 71.4 70.9 40.7 57.9 346 311 36.5 80.7GL28h 11 90 405 10 20 307 70.0 4.87 5.08 71.4 70.9 40.7 57.9 351 311 36.5 80.7GL28h 11 90 405 20 0 241 70.0 4.87 5.08 70.5 69.3 65.9 86.7 321 284 36.5 80.7GL28h 11 90 405 20 20 301 70.0 4.87 5.08 70.5 69.3 65.9 86.7 314 284 36.5 80.7GL28h 11 90 405 30 0 246 70.0 4.87 5.08 69.7 68.3 83.2 104 302 265 36.5 80.7GL28h 11 90 405 30 20 307 70.0 4.87 5.08 69.7 68.3 83.2 104 286 265 36.5 80.7GL28h 4 90 450 10 0 306 77.8 42.0 42.0 80.0 79.7 20.4 27.6 81.1 73.4 19.9GL28h 4 90 450 10 20 307 77.8 42.0 42.0 80.0 79.7 20.4 27.6 81.1 71.5 19.9GL28h 4 90 450 20 0 217 77.8 42.0 42.0 79.4 78.2 30.8 38.4 67.9 63.1 19.9GL28h 4 90 450 20 20 271 77.8 42.0 42.0 79.4 78.2 30.8 38.4 69.9 63.1 19.9GL28h 4 90 450 30 0 168 77.8 42.0 42.0 78.5 77.0 37.2 44.3 62.3 59.8 19.9GL28h 4 90 450 30 20 209 77.8 42.0 42.0 78.5 77.0 37.2 44.3 64.0 59.8 19.9GL28h 5 90 450 10 0 307 77.8 29.2 30.5 80.0 79.7 34.6 40.9 108 91.4 29.9GL28h 5 90 450 10 20 307 77.8 29.2 30.5 80.0 79.7 34.6 40.9 108 89.3 29.9GL28h 5 90 450 20 0 217 77.8 29.2 30.5 79.4 78.2 50.3 52.7 93.0 80.0 29.9GL28h 5 90 450 20 20 271 77.8 29.2 30.5 79.4 78.2 50.3 52.7 95.3 80.0 29.9GL28h 5 90 450 30 0 168 77.8 29.2 30.5 78.5 77.0 57.7 59.2 86.6 76.4 29.9GL28h 5 90 450 30 20 209 77.8 29.2 30.5 78.5 77.0 57.7 59.2 88.6 76.4 29.9GL28h 6 90 450 10 0 307 77.8 21.1 21.9 80.0 79.7 36.3 51.6 141 122 30.8GL28h 6 90 450 10 20 307 77.8 21.1 21.9 80.0 79.7 36.3 51.6 141 119 30.8GL28h 6 90 450 20 0 216 77.8 21.1 21.9 79.4 78.2 58.6 76.8 123 108 30.8GL28h 6 90 450 20 20 270 77.8 21.1 21.9 79.4 78.2 58.6 76.8 126 108 30.8GL28h 6 90 450 30 0 168 77.8 21.1 21.9 78.5 77.0 73.9 84.3 116 104 30.8GL28h 6 90 450 30 20 209 77.8 21.1 21.9 78.5 77.0 73.9 84.3 118 104 30.8GL28h 7 90 450 10 0 306 77.8 15.8 16.5 80.0 79.7 37.4 53.4 175 153 31.4GL28h 7 90 450 10 20 307 77.8 15.8 16.5 80.0 79.7 37.4 53.4 175 150 31.4GL28h 7 90 450 20 0 216 77.8 15.8 16.5 79.4 78.2 60.8 80.2 155 138 31.4GL28h 7 90 450 20 20 270 77.8 15.8 16.5 79.4 78.2 60.8 80.2 158 138 31.4GL28h 7 90 450 30 0 167 77.8 15.8 16.5 78.5 77.0 76.9 96.7 146 133 31.4GL28h 7 90 450 30 20 209 77.8 15.8 16.5 78.5 77.0 76.9 96.7 149 133 31.4GL28h 8 90 450 10 0 306 77.8 12.3 12.8 80.0 79.7 38.2 54.6 210 185 31.8GL28h 8 90 450 10 20 307 77.8 12.3 12.8 80.0 79.7 38.2 54.6 210 181 31.8GL28h 8 90 450 20 0 216 77.8 12.3 12.8 79.4 78.2 62.2 82.4 187 168 31.8GL28h 8 90 450 20 20 269 77.8 12.3 12.8 79.4 78.2 62.2 82.4 190 168 31.8GL28h 8 90 450 30 0 167 77.8 12.3 12.8 78.5 77.0 78.9 99.5 171 162 31.8GL28h 8 90 450 30 20 208 77.8 12.3 12.8 78.5 77.0 78.9 99.5 180 162 31.8
Appendix B, Result data Point load at midpoint
B-8
![Page 55: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/55.jpg)
Beam grade L b h ts Red P.pre V.ed
P.ed inst
P.ed fin
V.ed inst
V.ed fin
P.ed inst
P.ed fin
P.ed inst
P.ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN kN kN kN kN % % % % % %
Type 3Input: Steel grade S235, bs = b - 20mm Type 1 Extra lamellaType 2Modified
GL28h 9 90 450 10 0 306 77.8 9.81 10.2 80.0 79.7 38.7 55.5 245 217 32.0GL28h 9 90 450 10 20 307 77.8 9.81 10.2 80.0 79.7 38.7 55.5 245 213 32.0GL28h 9 90 450 20 0 215 77.8 9.81 10.2 79.4 78.2 63.3 84.0 219 198 32.0GL28h 9 90 450 20 20 269 77.8 9.81 10.2 79.4 78.2 63.3 84.0 223 198 32.0GL28h 9 90 450 30 0 194 77.8 9.81 10.2 78.5 77.0 80.4 102 202 191 32.0GL28h 9 90 450 30 20 242 77.8 9.81 10.2 78.5 77.0 80.4 102 212 191 32.0GL28h 10 90 450 10 0 307 77.8 8.01 8.34 80.0 79.7 39.1 56.1 280 250 32.2GL28h 10 90 450 10 20 307 77.8 8.01 8.34 80.0 79.7 39.1 56.1 280 246 32.2GL28h 10 90 450 20 0 223 77.8 8.01 8.34 79.4 78.2 64.0 85.1 249 229 32.2GL28h 10 90 450 20 20 278 77.8 8.01 8.34 79.4 78.2 64.0 85.1 257 229 32.2GL28h 10 90 450 30 0 223 77.8 8.01 8.34 78.5 77.0 81.5 103 238 219 32.2GL28h 10 90 450 30 20 279 77.8 8.01 8.34 78.5 77.0 81.5 103 242 219 32.2GL28h 11 90 450 10 0 306 77.8 6.65 6.93 80.0 79.7 39.4 56.6 316 282 32.4GL28h 11 90 450 10 20 307 77.8 6.65 6.93 80.0 79.7 39.4 56.6 316 278 32.4GL28h 11 90 450 20 0 243 77.8 6.65 6.93 79.4 78.2 64.6 86.0 287 259 32.4GL28h 11 90 450 20 20 303 77.8 6.65 6.93 79.4 78.2 64.6 86.0 290 259 32.4GL28h 11 90 450 30 0 246 77.8 6.65 6.93 78.5 77.0 82.3 104 273 245 32.4GL28h 11 90 450 30 20 307 77.8 6.65 6.93 78.5 77.0 82.3 104 270 245 32.4GL28h 4 90 495 10 0 307 85.5 50.4 50.4 88.5 88.4 20.2 27.7 84.0 78.2GL28h 4 90 495 10 20 307 85.5 50.4 50.4 88.5 88.4 20.2 27.7 84.0 74.1GL28h 4 90 495 20 0 256 85.5 50.4 50.4 88.2 87.1 31.0 39.0 73.2 67.6GL28h 4 90 495 20 20 320 85.5 50.4 50.4 88.2 87.1 31.0 39.0 75.4 67.6GL28h 4 90 495 30 0 200 85.5 50.4 50.4 87.4 85.8 37.7 45.3 66.8 63.6GL28h 4 90 495 30 20 250 85.5 50.4 50.4 87.4 85.8 37.7 45.3 68.7 63.6GL28h 5 90 495 10 0 307 85.5 38.0 39.6 88.5 88.4 27.5 30.0 95.1 81.4GL28h 5 90 495 10 20 307 85.5 38.0 39.6 88.5 88.4 27.5 30.0 95.1 77.2GL28h 5 90 495 20 0 257 85.5 38.0 39.6 88.2 87.1 38.9 41.5 83.7 70.6GL28h 5 90 495 20 20 321 85.5 38.0 39.6 88.2 87.1 38.9 41.5 86.0 70.6GL28h 5 90 495 30 0 200 85.5 38.0 39.6 87.4 85.8 46.0 47.9 76.9 66.5GL28h 5 90 495 30 20 249 85.5 38.0 39.6 87.4 85.8 46.0 47.9 78.9 66.5GL28h 6 90 495 10 0 307 85.5 27.5 28.7 88.5 88.4 34.4 49.2 124 109GL28h 6 90 495 10 20 307 85.5 27.5 28.7 88.5 88.4 34.4 49.2 124 104GL28h 6 90 495 20 0 256 85.5 27.5 28.7 88.2 87.1 56.1 62.7 111 96.2GL28h 6 90 495 20 20 320 85.5 27.5 28.7 88.2 87.1 56.1 62.7 114 96.2GL28h 6 90 495 30 0 200 85.5 27.5 28.7 87.4 85.8 67.9 70.1 103 91.5GL28h 6 90 495 30 20 250 85.5 27.5 28.7 87.4 85.8 67.9 70.1 106 91.5GL28h 7 90 495 10 0 307 85.5 20.8 21.6 88.5 88.4 35.7 51.2 155 137GL28h 7 90 495 10 20 307 85.5 20.8 21.6 88.5 88.4 35.7 51.2 155 131GL28h 7 90 495 20 0 257 85.5 20.8 21.6 88.2 87.1 58.5 77.9 140 123GL28h 7 90 495 20 20 321 85.5 20.8 21.6 88.2 87.1 58.5 77.9 143 123GL28h 7 90 495 30 0 200 85.5 20.8 21.6 87.4 85.8 74.4 93.2 131 118GL28h 7 90 495 30 20 250 85.5 20.8 21.6 87.4 85.8 74.4 93.2 134 118GL28h 8 90 495 10 0 307 85.5 16.2 16.9 88.5 88.4 36.5 52.6 186 166GL28h 8 90 495 10 20 307 85.5 16.2 16.9 88.5 88.4 36.5 52.6 186 160GL28h 8 90 495 20 0 255 85.5 16.2 16.9 88.2 87.1 60.1 80.4 169 150GL28h 8 90 495 20 20 319 85.5 16.2 16.9 88.2 87.1 60.1 80.4 173 150GL28h 8 90 495 30 0 199 85.5 16.2 16.9 87.4 85.8 76.8 97.7 159 144GL28h 8 90 495 30 20 249 85.5 16.2 16.9 87.4 85.8 76.8 97.7 162 144
Appendix B, Result data Point load at midpoint
B-9
![Page 56: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/56.jpg)
Beam grade L b h ts Red P.pre V.ed
P.ed inst
P.ed fin
V.ed inst
V.ed fin
P.ed inst
P.ed fin
P.ed inst
P.ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN kN kN kN kN % % % % % %
Type 3Input: Steel grade S235, bs = b - 20mm Type 1 Extra lamellaType 2Modified
GL28h 9 90 495 10 0 307 85.5 13.0 13.5 88.5 88.4 37.1 53.6 218 196GL28h 9 90 495 10 20 307 85.5 13.0 13.5 88.5 88.4 37.1 53.6 218 189GL28h 9 90 495 20 0 256 85.5 13.0 13.5 88.2 87.1 61.3 82.2 199 178GL28h 9 90 495 20 20 320 85.5 13.0 13.5 88.2 87.1 61.3 82.2 203 178GL28h 9 90 495 30 0 199 85.5 13.0 13.5 87.4 85.8 78.5 100 188 171GL28h 9 90 495 30 20 248 85.5 13.0 13.5 87.4 85.8 78.5 100 192 171GL28h 10 90 495 10 0 307 85.5 10.6 11.0 88.5 88.4 37.6 54.3 250 226GL28h 10 90 495 10 20 307 85.5 10.6 11.0 88.5 88.4 37.6 54.3 250 218GL28h 10 90 495 20 0 255 85.5 10.6 11.0 88.2 87.1 62.2 83.5 230 206GL28h 10 90 495 20 20 319 85.5 10.6 11.0 88.2 87.1 62.2 83.5 234 206GL28h 10 90 495 30 0 211 85.5 10.6 11.0 87.4 85.8 79.7 102 210 199GL28h 10 90 495 30 20 264 85.5 10.6 11.0 87.4 85.8 79.7 102 221 199GL28h 11 90 495 10 0 307 85.5 8.81 9.17 88.5 88.4 37.9 54.9 283 256GL28h 11 90 495 10 20 307 85.5 8.81 9.17 88.5 88.4 37.9 54.9 283 248GL28h 11 90 495 20 0 257 85.5 8.81 9.17 88.2 87.1 62.9 84.5 260 235GL28h 11 90 495 20 20 321 85.5 8.81 9.17 88.2 87.1 62.9 84.5 265 235GL28h 11 90 495 30 0 240 85.5 8.81 9.17 87.4 85.8 80.7 103 244 225GL28h 11 90 495 30 20 299 85.5 8.81 9.17 87.4 85.8 80.7 103 250 225GL28h 4 115 225 10 0 137 49.7 7.85 8.18 46.6 45.5 36.9 48.8 142 130 69.2 162GL28h 4 115 225 10 20 171 49.7 7.85 8.18 46.6 45.5 36.9 48.8 146 130 69.2 162GL28h 4 115 225 20 0 134 49.7 7.85 8.18 45.2 44.1 54.3 66.2 129 119 69.2 162GL28h 4 115 225 20 20 168 49.7 7.85 8.18 45.2 44.1 54.3 66.2 129 119 69.2 162GL28h 4 115 225 30 0 133 49.7 7.85 8.18 44.7 44.1 65.7 77.5 124 117 69.2 162GL28h 4 115 225 30 20 166 49.7 7.85 8.18 44.7 44.1 65.7 77.5 122 117 69.2 162GL28h 5 115 225 10 0 169 49.7 5.11 5.33 46.6 45.5 37.8 50.1 200 176 70.4 166GL28h 5 115 225 10 20 211 49.7 5.11 5.33 46.6 45.5 37.8 50.1 193 176 70.4 166GL28h 5 115 225 20 0 172 49.7 5.11 5.33 45.2 44.1 55.8 68.2 176 154 70.4 166GL28h 5 115 225 20 20 215 49.7 5.11 5.33 45.2 44.1 55.8 68.2 160 154 70.4 166GL28h 5 115 225 30 0 174 49.7 5.11 5.33 44.7 44.1 67.6 80.0 163 145 70.4 166GL28h 5 115 225 30 20 217 49.7 5.11 5.33 44.7 44.1 67.6 80.0 142 145 70.4 166GL28h 6 115 225 10 0 189 49.7 3.59 3.74 46.6 45.5 38.3 50.8 255 220 71.1 169GL28h 6 115 225 10 20 236 49.7 3.59 3.74 46.6 45.5 38.3 50.8 236 220 71.1 169GL28h 6 115 225 20 0 195 49.7 3.59 3.74 45.2 44.1 56.6 69.3 221 187 71.1 169GL28h 6 115 225 20 20 244 49.7 3.59 3.74 45.2 44.1 56.6 69.3 187 187 71.1 169GL28h 6 115 225 30 0 198 49.7 3.59 3.74 44.7 44.1 68.8 81.4 200 171 71.1 169GL28h 6 115 225 30 20 248 49.7 3.59 3.74 44.7 44.1 68.8 81.4 157 171 71.1 169GL28h 7 115 225 10 0 202 49.7 2.65 2.76 46.6 45.5 38.7 51.3 307 264 71.6 170GL28h 7 115 225 10 20 253 49.7 2.65 2.76 46.6 45.5 38.7 51.3 279 264 71.6 170GL28h 7 115 225 20 0 210 49.7 2.65 2.76 45.2 44.1 57.2 70.0 262 218 71.6 170GL28h 7 115 225 20 20 263 49.7 2.65 2.76 45.2 44.1 57.2 70.0 212 219 71.6 170GL28h 7 115 225 30 0 215 49.7 2.65 2.76 44.7 44.1 69.5 82.3 235 196 71.6 170GL28h 7 115 225 30 20 263 49.7 2.65 2.76 44.7 44.1 69.5 82.3 179 194 71.6 170GL28h 4 115 270 10 0 157 59.6 13.3 13.8 57.8 56.6 39.1 52.6 124 109 55.0 125GL28h 4 115 270 10 20 196 59.6 13.3 13.8 57.8 56.6 39.1 52.6 126 109 55.0 125GL28h 4 115 270 20 0 102 59.6 13.3 13.8 56.2 54.9 58.6 72.6 106 104 55.0 125GL28h 4 115 270 20 20 127 59.6 13.3 13.8 56.2 54.9 58.6 72.6 116 104 55.0 125GL28h 4 115 270 30 0 79.0 59.6 13.3 13.8 55.4 54.4 71.0 84.3 100 104 55.0 125GL28h 4 115 270 30 20 98.0 59.6 13.3 13.8 55.4 54.4 71.0 84.3 107 104 55.0 125
Appendix B, Result data Point load at midpoint
B-10
![Page 57: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/57.jpg)
Beam grade L b h ts Red P.pre V.ed
P.ed inst
P.ed fin
V.ed inst
V.ed fin
P.ed inst
P.ed fin
P.ed inst
P.ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN kN kN kN kN % % % % % %
Type 3Input: Steel grade S235, bs = b - 20mm Type 1 Extra lamellaType 2Modified
GL28h 5 115 270 10 0 162 59.6 8.72 9.08 57.8 56.6 40.5 54.7 168 155 56.3 129GL28h 5 115 270 10 20 203 59.6 8.72 9.08 57.8 56.6 40.5 54.7 175 155 56.3 129GL28h 5 115 270 20 0 159 59.6 8.72 9.08 56.2 54.9 61.0 75.8 154 144 56.3 129GL28h 5 115 270 20 20 199 59.6 8.72 9.08 56.2 54.9 61.0 75.8 158 144 56.3 129GL28h 5 115 270 30 0 157 59.6 8.72 9.08 55.4 54.4 74.1 88.3 148 139 56.3 129GL28h 5 115 270 30 20 196 59.6 8.72 9.08 55.4 54.4 74.1 88.3 149 139 56.3 129GL28h 6 115 270 10 0 192 59.6 6.14 6.39 57.8 56.6 41.3 55.9 223 200 57.0 131GL28h 6 115 270 10 20 240 59.6 6.14 6.39 57.8 56.6 41.3 55.9 223 200 57.0 131GL28h 6 115 270 20 0 196 59.6 6.14 6.39 56.2 54.9 62.4 77.7 202 179 57.0 131GL28h 6 115 270 20 20 245 59.6 6.14 6.39 56.2 54.9 62.4 77.7 192 179 57.0 131GL28h 6 115 270 30 0 197 59.6 6.14 6.39 55.4 54.4 75.9 90.7 188 168 57.0 131GL28h 6 115 270 30 20 246 59.6 6.14 6.39 55.4 54.4 75.9 90.7 174 168 57.0 131GL28h 7 115 270 10 0 213 59.6 4.55 4.74 57.8 56.6 41.8 56.6 276 243 57.5 133GL28h 7 115 270 10 20 266 59.6 4.55 4.74 57.8 56.6 41.8 56.6 268 243 57.5 133GL28h 7 115 270 20 0 220 59.6 4.55 4.74 56.2 54.9 63.3 78.9 247 212 57.5 133GL28h 7 115 270 20 20 275 59.6 4.55 4.74 56.2 54.9 63.3 78.9 223 212 57.5 133GL28h 7 115 270 30 0 223 59.6 4.55 4.74 55.4 54.4 77.1 92.2 226 196 57.5 133GL28h 7 115 270 30 20 279 59.6 4.55 4.74 55.4 54.4 77.1 92.2 195 196 57.5 133GL28h 8 115 270 10 0 228 59.6 3.50 3.65 57.8 56.6 42.2 57.1 326 286 57.8 134GL28h 8 115 270 10 20 284 59.6 3.50 3.65 57.8 56.6 42.2 57.1 312 286 57.8 134GL28h 8 115 270 20 0 237 59.6 3.50 3.65 56.2 54.9 63.8 79.7 288 245 57.8 134GL28h 8 115 270 20 20 296 59.6 3.50 3.65 56.2 54.9 63.8 79.7 253 245 57.8 134GL28h 8 115 270 30 0 242 59.6 3.50 3.65 55.4 54.4 77.8 93.1 263 222 57.8 134GL28h 8 115 270 30 20 303 59.6 3.50 3.65 55.4 54.4 77.8 93.1 215 222 57.8 134GL28h 4 115 315 10 0 207 69.6 20.6 21.4 68.9 67.8 39.0 53.1 107 92.4 45.2 101GL28h 4 115 315 10 20 259 69.6 20.6 21.4 68.9 67.8 39.0 53.1 109 92.4 45.2 101GL28h 4 115 315 20 0 139 69.6 20.6 21.4 67.4 65.9 59.3 69.9 95.9 85.5 45.2 101GL28h 4 115 315 20 20 174 69.6 20.6 21.4 67.4 65.9 59.3 69.9 97.7 85.5 45.2 101GL28h 4 115 315 30 0 103 69.6 20.6 21.4 66.4 65.0 72.2 75.7 92.7 84.8 45.2 101GL28h 4 115 315 30 20 129 69.6 20.6 21.4 66.4 65.0 72.2 75.7 94.1 84.8 45.2 101GL28h 5 115 315 10 0 208 69.6 13.6 14.2 68.9 67.8 40.8 55.9 150 133 46.6 104GL28h 5 115 315 10 20 260 69.6 13.6 14.2 68.9 67.8 40.8 55.9 152 133 46.6 104GL28h 5 115 315 20 0 139 69.6 13.6 14.2 67.4 65.9 62.6 78.8 131 124 46.6 104GL28h 5 115 315 20 20 173 69.6 13.6 14.2 67.4 65.9 62.6 78.8 139 124 46.6 104GL28h 5 115 315 30 0 113 69.6 13.6 14.2 66.4 65.0 76.5 92.1 121 123 46.6 104GL28h 5 115 315 30 20 141 69.6 13.6 14.2 66.4 65.0 76.5 92.1 132 123 46.6 104GL28h 6 115 315 10 0 207 69.6 9.64 10.0 68.9 67.8 41.9 57.5 194 174 47.3 107GL28h 6 115 315 10 20 259 69.6 9.64 10.0 68.9 67.8 41.9 57.5 197 174 47.3 107GL28h 6 115 315 20 0 183 69.6 9.64 10.0 67.4 65.9 64.5 81.5 174 162 47.3 107GL28h 6 115 315 20 20 229 69.6 9.64 10.0 67.4 65.9 64.5 81.5 180 162 47.3 107GL28h 6 115 315 30 0 180 69.6 9.64 10.0 66.4 65.0 79.1 95.5 166 157 47.3 107GL28h 6 115 315 30 20 225 69.6 9.64 10.0 66.4 65.0 79.1 95.5 170 157 47.3 107GL28h 7 115 315 10 0 215 69.6 7.16 7.46 68.9 67.8 42.6 58.5 239 216 47.8 108GL28h 7 115 315 10 20 268 69.6 7.16 7.46 68.9 67.8 42.6 58.5 243 216 47.8 108GL28h 7 115 315 20 0 219 69.6 7.16 7.46 67.4 65.9 65.7 83.2 219 196 47.8 108GL28h 7 115 315 20 20 273 69.6 7.16 7.46 67.4 65.9 65.7 83.2 215 197 47.8 108GL28h 7 115 315 30 0 220 69.6 7.16 7.46 66.4 65.0 80.7 97.7 206 186 47.8 108GL28h 7 115 315 30 20 274 69.6 7.16 7.46 66.4 65.0 80.7 97.7 197 186 47.8 108
Appendix B, Result data Point load at midpoint
B-11
![Page 58: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/58.jpg)
Beam grade L b h ts Red P.pre V.ed
P.ed inst
P.ed fin
V.ed inst
V.ed fin
P.ed inst
P.ed fin
P.ed inst
P.ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN kN kN kN kN % % % % % %
Type 3Input: Steel grade S235, bs = b - 20mm Type 1 Extra lamellaType 2Modified
GL28h 8 115 315 10 0 236 69.6 5.52 5.75 68.9 67.8 43.1 59.2 288 257 48.2 109GL28h 8 115 315 10 20 294 69.6 5.52 5.75 68.9 67.8 43.1 59.2 287 257 48.2 109GL28h 8 115 315 20 0 244 69.6 5.52 5.75 67.4 65.9 66.5 84.4 263 229 48.2 109GL28h 8 115 315 20 20 304 69.6 5.52 5.75 67.4 65.9 66.5 84.4 248 230 48.2 109GL28h 8 115 315 30 0 247 69.6 5.52 5.75 66.4 65.0 81.8 99.1 243 213 48.2 109GL28h 8 115 315 30 20 309 69.6 5.52 5.75 66.4 65.0 81.8 99.1 222 213 48.2 109GL28h 9 115 315 10 0 251 69.6 4.39 4.57 68.9 67.8 43.4 59.7 335 298 48.4 110GL28h 9 115 315 10 20 314 69.6 4.39 4.57 68.9 67.8 43.4 59.7 331 298 48.4 110GL28h 9 115 315 20 0 262 69.6 4.39 4.57 67.4 65.9 67.1 85.2 303 262 48.4 110GL28h 9 115 315 20 20 328 69.6 4.39 4.57 67.4 65.9 67.1 85.2 280 262 48.4 110GL28h 9 115 315 30 0 267 69.6 4.39 4.57 66.4 65.0 82.6 100 280 240 48.4 110GL28h 9 115 315 30 20 334 69.6 4.39 4.57 66.4 65.0 82.6 100 245 240 48.4 110GL28h 4 115 360 10 0 262 79.5 29.9 31.1 80.1 79.1 37.5 43.6 93.8 79.5 38.1 72.4GL28h 4 115 360 10 20 327 79.5 29.9 31.1 80.1 79.1 37.5 43.6 95.8 79.5 38.1 72.4GL28h 4 115 360 20 0 178 79.5 29.9 31.1 78.7 77.1 52.8 53.8 82.1 71.7 38.1 72.4GL28h 4 115 360 20 20 223 79.5 29.9 31.1 78.7 77.1 52.8 53.8 84.0 71.7 38.1 72.4GL28h 4 115 360 30 0 135 79.5 29.9 31.1 77.6 75.9 59.3 59.5 78.2 70.1 38.1 72.4GL28h 4 115 360 30 20 168 79.5 29.9 31.1 77.6 75.9 59.3 59.5 79.6 70.1 38.1 72.4GL28h 5 115 360 10 0 262 79.5 20.0 20.8 80.1 79.1 39.8 55.1 132 115 39.5 87.2GL28h 5 115 360 10 20 327 79.5 20.0 20.8 80.1 79.1 39.8 55.1 135 115 39.5 87.2GL28h 5 115 360 20 0 178 79.5 20.0 20.8 78.7 77.1 61.9 79.0 118 106 39.5 87.2GL28h 5 115 360 20 20 223 79.5 20.0 20.8 78.7 77.1 61.9 79.0 120 106 39.5 87.2GL28h 5 115 360 30 0 135 79.5 20.0 20.8 77.6 75.9 76.3 91.0 113 104 39.5 87.2GL28h 5 115 360 30 20 169 79.5 20.0 20.8 77.6 75.9 76.3 91.0 115 104 39.5 87.2GL28h 6 115 360 10 0 261 79.5 14.2 14.8 80.1 79.1 41.2 57.2 172 152 40.3 89.5GL28h 6 115 360 10 20 326 79.5 14.2 14.8 80.1 79.1 41.2 57.2 175 152 40.3 89.5GL28h 6 115 360 20 0 178 79.5 14.2 14.8 78.7 77.1 64.4 82.4 154 141 40.3 89.5GL28h 6 115 360 20 20 223 79.5 14.2 14.8 78.7 77.1 64.4 82.4 158 141 40.3 89.5GL28h 6 115 360 30 0 142 79.5 14.2 14.8 77.6 75.9 79.6 97.2 138 139 40.3 89.5GL28h 6 115 360 30 20 177 79.5 14.2 14.8 77.6 75.9 79.6 97.2 152 139 40.3 89.5GL28h 7 115 360 10 0 262 79.5 10.6 11.0 80.1 79.1 42.1 58.5 213 190 40.8 90.9GL28h 7 115 360 10 20 327 79.5 10.6 11.0 80.1 79.1 42.1 58.5 216 190 40.8 90.9GL28h 7 115 360 20 0 206 79.5 10.6 11.0 78.7 77.1 66.0 84.7 188 176 40.8 90.9GL28h 7 115 360 20 20 258 79.5 10.6 11.0 78.7 77.1 66.0 84.7 197 176 40.8 90.9GL28h 7 115 360 30 0 202 79.5 10.6 11.0 77.6 75.9 81.7 100 180 170 40.8 90.9GL28h 7 115 360 30 20 253 79.5 10.6 11.0 77.6 75.9 81.7 100 186 170 40.8 90.9GL28h 8 115 360 10 0 261 79.5 8.18 8.52 80.1 79.1 42.6 59.4 254 228 41.2 91.9GL28h 8 115 360 10 20 326 79.5 8.18 8.52 80.1 79.1 42.6 59.4 258 228 41.2 91.9GL28h 8 115 360 20 0 241 79.5 8.18 8.52 78.7 77.1 67.1 86.2 231 210 41.2 91.9GL28h 8 115 360 20 20 301 79.5 8.18 8.52 78.7 77.1 67.1 86.2 232 210 41.2 91.9GL28h 8 115 360 30 0 242 79.5 8.18 8.52 77.6 75.9 83.2 102 219 199 41.2 91.9GL28h 8 115 360 30 20 302 79.5 8.18 8.52 77.6 75.9 83.2 102 215 199 41.2 91.9GL28h 9 115 360 10 0 261 79.5 6.51 6.78 80.1 79.1 43.0 60.1 295 266 41.4 92.6GL28h 9 115 360 10 20 326 79.5 6.51 6.78 80.1 79.1 43.0 60.1 300 266 41.4 92.6GL28h 9 115 360 20 0 266 79.5 6.51 6.78 78.7 77.1 67.8 87.3 273 242 41.4 92.6GL28h 9 115 360 20 20 333 79.5 6.51 6.78 78.7 77.1 67.8 87.3 266 242 41.4 92.6GL28h 9 115 360 30 0 270 79.5 6.51 6.78 77.6 75.9 84.2 103 256 226 41.4 92.6GL28h 9 115 360 30 20 337 79.5 6.51 6.78 77.6 75.9 84.2 103 241 226 41.4 92.6
Appendix B, Result data Point load at midpoint
B-12
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Beam grade L b h ts Red P.pre V.ed
P.ed inst
P.ed fin
V.ed inst
V.ed fin
P.ed inst
P.ed fin
P.ed inst
P.ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN kN kN kN kN % % % % % %
Type 3Input: Steel grade S235, bs = b - 20mm Type 1 Extra lamellaType 2Modified
GL28h 4 115 405 10 0 320 89.4 41.3 43.0 91.2 90.4 28.9 30.9 83.8 69.6 24.8 49.6GL28h 4 115 405 10 20 400 89.4 41.3 43.0 91.2 90.4 28.9 30.9 85.8 69.6 24.8 49.6GL28h 4 115 405 20 0 222 89.4 41.3 43.0 90.0 88.4 39.6 41.1 71.6 61.0 24.8 49.6GL28h 4 115 405 20 20 277 89.4 41.3 43.0 90.0 88.4 39.6 41.1 73.5 61.0 24.8 49.6GL28h 4 115 405 30 0 169 89.4 41.3 43.0 88.8 87.0 46.0 46.7 67.0 58.8 24.8 49.6GL28h 4 115 405 30 20 211 89.4 41.3 43.0 88.8 87.0 46.0 46.7 68.5 58.8 24.8 49.6GL28h 5 115 405 10 0 321 89.4 27.9 29.0 91.2 90.4 38.1 53.2 118 101 34.2 74.3GL28h 5 115 405 10 20 401 89.4 27.9 29.0 91.2 90.4 38.1 53.2 120 101 34.2 74.3GL28h 5 115 405 20 0 222 89.4 27.9 29.0 90.0 88.4 60.0 67.4 104 91.0 34.2 74.3GL28h 5 115 405 20 20 277 89.4 27.9 29.0 90.0 88.4 60.0 67.4 106 91.0 34.2 74.3GL28h 5 115 405 30 0 169 89.4 27.9 29.0 88.8 87.0 73.1 73.9 98.1 88.3 34.2 74.3GL28h 5 115 405 30 20 211 89.4 27.9 29.0 88.8 87.0 73.1 73.9 99.9 88.3 34.2 74.3GL28h 6 115 405 10 0 320 89.4 19.9 20.8 91.2 90.4 39.8 55.7 154 134 35.0 76.6GL28h 6 115 405 10 20 400 89.4 19.9 20.8 91.2 90.4 39.8 55.7 157 134 35.0 76.6GL28h 6 115 405 20 0 221 89.4 19.9 20.8 90.0 88.4 63.0 81.5 137 122 35.0 76.6GL28h 6 115 405 20 20 276 89.4 19.9 20.8 90.0 88.4 63.0 81.5 140 122 35.0 76.6GL28h 6 115 405 30 0 168 89.4 19.9 20.8 88.8 87.0 78.4 96.7 131 119 35.0 76.6GL28h 6 115 405 30 20 210 89.4 19.9 20.8 88.8 87.0 78.4 96.7 133 119 35.0 76.6GL28h 7 115 405 10 0 321 89.4 14.9 15.5 91.2 90.4 40.8 57.4 191 168 35.5 78.1GL28h 7 115 405 10 20 401 89.4 14.9 15.5 91.2 90.4 40.8 57.4 194 168 35.5 78.1GL28h 7 115 405 20 0 221 89.4 14.9 15.5 90.0 88.4 64.9 84.3 172 155 35.5 78.1GL28h 7 115 405 20 20 277 89.4 14.9 15.5 90.0 88.4 64.9 84.3 175 155 35.5 78.1GL28h 7 115 405 30 0 169 89.4 14.9 15.5 88.8 87.0 81.1 100 152 151 35.5 78.1GL28h 7 115 405 30 20 211 89.4 14.9 15.5 88.8 87.0 81.1 100 167 151 35.5 78.1GL28h 8 115 405 10 0 320 89.4 11.6 12.0 91.2 90.4 41.5 58.5 228 203 35.9 79.1GL28h 8 115 405 10 20 400 89.4 11.6 12.0 91.2 90.4 41.5 58.5 232 203 35.9 79.1GL28h 8 115 405 20 0 229 89.4 11.6 12.0 90.0 88.4 66.2 86.2 200 188 35.9 79.1GL28h 8 115 405 20 20 286 89.4 11.6 12.0 90.0 88.4 66.2 86.2 210 188 35.9 79.1GL28h 8 115 405 30 0 225 89.4 11.6 12.0 88.8 87.0 82.9 103 192 182 35.9 79.1GL28h 8 115 405 30 20 281 89.4 11.6 12.0 88.8 87.0 82.9 103 200 182 35.9 79.1GL28h 9 115 405 10 0 319 89.4 9.21 9.59 91.2 90.4 42.0 59.2 266 238 36.2 79.8GL28h 9 115 405 10 20 399 89.4 9.21 9.59 91.2 90.4 42.0 59.2 270 238 36.2 79.8GL28h 9 115 405 20 0 263 89.4 9.21 9.59 90.0 88.4 67.2 87.6 240 220 36.2 79.8GL28h 9 115 405 20 20 329 89.4 9.21 9.59 90.0 88.4 67.2 87.6 245 220 36.2 79.8GL28h 9 115 405 30 0 263 89.4 9.21 9.59 88.8 87.0 84.1 105 228 209 36.2 79.8GL28h 9 115 405 30 20 329 89.4 9.21 9.59 88.8 87.0 84.1 105 229 209 36.2 79.8GL28h 4 115 450 10 0 384 99.4 53.7 53.7 102 102 21.2 28.6 80.0 72.3 19.9GL28h 4 115 450 10 20 418 99.4 53.7 53.7 102 102 21.2 28.6 81.2 71.6 19.9GL28h 4 115 450 20 0 267 99.4 53.7 53.7 101 99.7 31.7 39.3 66.9 62.5 19.9GL28h 4 115 450 20 20 334 99.4 53.7 53.7 101 99.7 31.7 39.3 68.9 62.5 19.9GL28h 4 115 450 30 0 207 99.4 53.7 53.7 100 98.2 38.1 45.1 61.7 59.5 19.9GL28h 4 115 450 30 20 259 99.4 53.7 53.7 100 98.2 38.1 45.1 63.4 59.5 19.9GL28h 5 115 450 10 0 383 99.4 37.4 38.9 102 102 36.1 41.9 107 90.2 29.9GL28h 5 115 450 10 20 418 99.4 37.4 38.9 102 102 36.1 41.9 108 89.4 29.9GL28h 5 115 450 20 0 267 99.4 37.4 38.9 101 99.7 51.4 53.7 91.8 79.3 29.9GL28h 5 115 450 20 20 334 99.4 37.4 38.9 101 99.7 51.4 53.7 94.2 79.3 29.9GL28h 5 115 450 30 0 205 99.4 37.4 38.9 100 98.2 58.8 60.1 85.8 76.0 29.9GL28h 5 115 450 30 20 257 99.4 37.4 38.9 100 98.2 58.8 60.1 87.7 76.0 29.9
Appendix B, Result data Point load at midpoint
B-13
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Beam grade L b h ts Red P.pre V.ed
P.ed inst
P.ed fin
V.ed inst
V.ed fin
P.ed inst
P.ed fin
P.ed inst
P.ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN kN kN kN kN % % % % % %
Type 3Input: Steel grade S235, bs = b - 20mm Type 1 Extra lamellaType 2Modified
GL28h 6 115 450 10 0 383 99.4 26.9 28.0 102 102 38.0 53.6 139 120 30.8GL28h 6 115 450 10 20 418 99.4 26.9 28.0 102 102 38.0 53.6 141 119 30.8GL28h 6 115 450 20 0 267 99.4 26.9 28.0 101 99.7 60.8 77.9 122 108 30.8GL28h 6 115 450 20 20 333 99.4 26.9 28.0 101 99.7 60.8 77.9 125 108 30.8GL28h 6 115 450 30 0 206 99.4 26.9 28.0 100 98.2 76.2 85.3 115 104 30.8GL28h 6 115 450 30 20 257 99.4 26.9 28.0 100 98.2 76.2 85.3 117 104 30.8GL28h 7 115 450 10 0 384 99.4 20.2 21.1 102 102 39.2 55.5 173 151 31.4GL28h 7 115 450 10 20 418 99.4 20.2 21.1 102 102 39.2 55.5 175 150 31.4GL28h 7 115 450 20 0 267 99.4 20.2 21.1 101 99.7 63.1 82.7 153 137 31.4GL28h 7 115 450 20 20 334 99.4 20.2 21.1 101 99.7 63.1 82.7 156 137 31.4GL28h 7 115 450 30 0 207 99.4 20.2 21.1 100 98.2 79.3 99.0 146 132 31.4GL28h 7 115 450 30 20 259 99.4 20.2 21.1 100 98.2 79.3 99.0 148 132 31.4GL28h 8 115 450 10 0 382 99.4 15.7 16.4 102 102 40.0 56.8 207 183 31.8GL28h 8 115 450 10 20 418 99.4 15.7 16.4 102 102 40.0 56.8 210 182 31.8GL28h 8 115 450 20 0 266 99.4 15.7 16.4 101 99.7 64.6 84.9 185 167 31.8GL28h 8 115 450 20 20 333 99.4 15.7 16.4 101 99.7 64.6 84.9 189 167 31.8GL28h 8 115 450 30 0 205 99.4 15.7 16.4 100 98.2 81.4 102 168 162 31.8GL28h 8 115 450 30 20 257 99.4 15.7 16.4 100 98.2 81.4 102 179 162 31.8GL28h 9 115 450 10 0 382 99.4 12.5 13.1 102 102 40.6 57.7 242 215 32.0GL28h 9 115 450 10 20 418 99.4 12.5 13.1 102 102 40.6 57.7 245 214 32.0GL28h 9 115 450 20 0 267 99.4 12.5 13.1 101 99.7 65.7 86.6 218 197 32.0GL28h 9 115 450 20 20 333 99.4 12.5 13.1 101 99.7 65.7 86.6 222 197 32.0GL28h 9 115 450 30 0 247 99.4 12.5 13.1 100 98.2 83.0 104 201 191 32.0GL28h 9 115 450 30 20 308 99.4 12.5 13.1 100 98.2 83.0 104 211 191 32.0GL28h 4 115 495 10 0 418 109 64.3 64.3 113 113 21.1 28.7 85.0 77.9GL28h 4 115 495 10 20 418 109 64.3 64.3 113 113 21.1 28.7 85.0 74.9GL28h 4 115 495 20 0 316 109 64.3 64.3 113 111 32.0 40.0 72.1 66.9GL28h 4 115 495 20 20 395 109 64.3 64.3 113 111 32.0 40.0 74.3 66.9GL28h 4 115 495 30 0 246 109 64.3 64.3 111 109 38.7 46.2 66.1 63.2GL28h 4 115 495 30 20 307 109 64.3 64.3 111 109 38.7 46.2 67.9 63.2GL28h 5 115 495 10 0 418 109 48.6 50.6 113 113 28.4 31.0 96.2 81.1GL28h 5 115 495 10 20 418 109 48.6 50.6 113 113 28.4 31.0 96.2 78.0GL28h 5 115 495 20 0 316 109 48.6 50.6 113 111 39.9 42.5 82.5 69.8GL28h 5 115 495 20 20 395 109 48.6 50.6 113 111 39.9 42.5 84.8 69.8GL28h 5 115 495 30 0 247 109 48.6 50.6 111 109 47.0 48.8 76.1 66.1GL28h 5 115 495 30 20 308 109 48.6 50.6 111 109 47.0 48.8 78.0 66.1GL28h 6 115 495 10 0 418 109 35.2 36.7 113 113 36.0 50.6 126 108GL28h 6 115 495 10 20 418 109 35.2 36.7 113 113 36.0 50.6 126 105GL28h 6 115 495 20 0 317 109 35.2 36.7 113 111 58.2 63.8 110 95.3GL28h 6 115 495 20 20 396 109 35.2 36.7 113 111 58.2 63.8 113 95.3GL28h 6 115 495 30 0 246 109 35.2 36.7 111 109 69.1 71.1 102 91.0GL28h 6 115 495 30 20 307 109 35.2 36.7 111 109 69.1 71.1 105 91.0GL28h 7 115 495 10 0 418 109 26.5 27.7 113 113 37.4 53.3 156 137GL28h 7 115 495 10 20 418 109 26.5 27.7 113 113 37.4 53.3 156 133GL28h 7 115 495 20 0 316 109 26.5 27.7 113 111 60.7 80.3 138 122GL28h 7 115 495 20 20 395 109 26.5 27.7 113 111 60.7 80.3 141 122GL28h 7 115 495 30 0 247 109 26.5 27.7 111 109 76.9 94.3 130 117GL28h 7 115 495 30 20 308 109 26.5 27.7 111 109 76.9 94.3 133 117
Appendix B, Result data Point load at midpoint
B-14
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Beam grade L b h ts Red P.pre V.ed
P.ed inst
P.ed fin
V.ed inst
V.ed fin
P.ed inst
P.ed fin
P.ed inst
P.ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN kN kN kN kN % % % % % %
Type 3Input: Steel grade S235, bs = b - 20mm Type 1 Extra lamellaType 2Modified
GL28h 8 115 495 10 0 418 109 20.7 21.6 113 113 38.3 54.8 188 166GL28h 8 115 495 10 20 418 109 20.7 21.6 113 113 38.3 54.8 188 161GL28h 8 115 495 20 0 315 109 20.7 21.6 113 111 62.5 82.9 168 149GL28h 8 115 495 20 20 393 109 20.7 21.6 113 111 62.5 82.9 171 149GL28h 8 115 495 30 0 245 109 20.7 21.6 111 109 79.3 100 158 144GL28h 8 115 495 30 20 306 109 20.7 21.6 111 109 79.3 100 161 144GL28h 9 115 495 10 0 418 109 16.5 17.2 113 113 38.9 55.9 220 195GL28h 9 115 495 10 20 418 109 16.5 17.2 113 113 38.9 55.9 220 190GL28h 9 115 495 20 0 315 109 16.5 17.2 113 111 63.8 84.8 197 177GL28h 9 115 495 20 20 393 109 16.5 17.2 113 111 63.8 84.8 201 177GL28h 9 115 495 30 0 244 109 16.5 17.2 111 109 81.1 103 183 171GL28h 9 115 495 30 20 305 109 16.5 17.2 111 109 81.1 103 190 171
Appendix B, Result data Point load at midpoint
B-15
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Beam grade L b h ts Red P.pre v.Ed
q.Ed inst
q.Ed fin
v.Ed inst
v.Ed fin
q.Ed inst
q.Ed fin
q.Ed inst
q.Ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN/m kN/m kN/m kN/m kN/m % % % % % %
GL24h 2 65 225 10 0 63.0 12.6 11.8 12.3 11.9 11.6 30.5 32.7 62.3 51.3 60.1 115GL24h 2 65 225 10 20 79.0 12.6 11.8 12.3 11.9 11.6 30.5 32.7 63.6 51.3 60.1 115GL24h 2 65 225 20 0 41.0 12.6 11.8 12.3 11.5 11.3 40.5 38.9 55.0 47.2 60.1 115GL24h 2 65 225 20 20 51.0 12.6 11.8 12.3 11.5 11.3 40.5 38.9 56.1 47.2 60.1 115GL24h 2 65 225 30 0 30.0 12.6 11.8 12.3 11.4 11.2 45.3 43.8 54.0 48.5 60.1 115GL24h 2 65 225 30 20 37.0 12.6 11.8 12.3 11.4 11.2 45.3 43.8 54.7 48.5 60.1 115GL24h 2.5 65 225 10 0 62.0 10.1 6.37 6.64 9.53 9.30 32.7 43.3 90.5 79.6 65.9 152GL24h 2.5 65 225 10 20 78.0 10.1 6.37 6.64 9.53 9.30 32.7 43.3 94.2 79.6 65.9 152GL24h 2.5 65 225 20 0 40.0 10.1 6.37 6.64 9.23 9.01 48.3 59.2 76.3 74.7 65.9 152GL24h 2.5 65 225 20 20 50.0 10.1 6.37 6.64 9.23 9.01 48.3 59.2 83.1 74.7 65.9 152GL24h 2.5 65 225 30 0 30.0 10.1 6.37 6.64 9.13 8.99 58.6 69.2 74.2 76.2 65.9 152GL24h 2.5 65 225 30 20 37.0 10.1 6.37 6.64 9.13 8.99 58.6 69.2 77.9 76.2 65.9 152GL24h 3 65 225 10 0 63.0 8.42 3.80 3.95 7.94 7.75 34.0 45.2 115 109 67.8 158GL24h 3 65 225 10 20 79.0 8.42 3.80 3.95 7.94 7.75 34.0 45.2 126 109 67.8 158GL24h 3 65 225 20 0 41.0 8.42 3.80 3.95 7.70 7.51 50.5 62.0 104 100 67.8 158GL24h 3 65 225 20 20 51.0 8.42 3.80 3.95 7.70 7.51 50.5 62.0 112 100 67.8 158GL24h 3 65 225 30 0 30.0 8.42 3.80 3.95 7.61 7.49 61.4 72.8 100 99.3 67.8 158GL24h 3 65 225 30 20 38.0 8.42 3.80 3.95 7.61 7.49 61.4 72.8 108 99.4 67.8 158GL24h 3.5 65 225 10 0 62.0 7.22 2.43 2.54 6.81 6.64 34.8 46.4 149 136 69.0 162GL24h 3.5 65 225 10 20 78.0 7.22 2.43 2.54 6.81 6.64 34.8 46.4 153 136 69.0 162GL24h 3.5 65 225 20 0 40.0 7.22 2.43 2.54 6.60 6.44 51.9 63.9 131 121 69.0 162GL24h 3.5 65 225 20 20 50.0 7.22 2.43 2.54 6.60 6.44 51.9 63.9 132 121 69.0 162GL24h 3.5 65 225 30 0 33.0 7.22 2.43 2.54 6.52 6.42 63.2 75.1 124 117 69.0 162GL24h 3.5 65 225 30 20 41.0 7.22 2.43 2.54 6.52 6.42 63.2 75.1 121 117 69.0 162GL24h 4 65 225 10 0 62.0 6.32 1.65 1.72 5.96 5.81 35.4 47.2 182 162 69.9 164GL24h 4 65 225 10 20 78.0 6.32 1.65 1.72 5.96 5.81 35.4 47.2 179 162 69.9 164GL24h 4 65 225 20 0 58.0 6.32 1.65 1.72 5.77 5.63 52.8 65.2 157 140 69.9 164GL24h 4 65 225 20 20 73.0 6.32 1.65 1.72 5.77 5.63 52.8 65.2 148 140 69.9 164GL24h 4 65 225 30 0 56.0 6.32 1.65 1.72 5.71 5.62 64.5 76.7 146 132 69.9 164GL24h 4 65 225 30 20 70.0 6.32 1.65 1.72 5.71 5.62 64.5 76.7 133 132 69.9 164GL24h 4.5 65 225 10 0 72.0 5.62 1.17 1.22 5.30 5.17 35.8 47.8 213 187 70.5 166GL24h 4.5 65 225 10 20 90.0 5.62 1.17 1.22 5.30 5.17 35.8 47.8 203 187 70.5 166GL24h 4.5 65 225 20 0 71.0 5.62 1.17 1.22 5.13 5.01 53.5 66.1 182 159 70.5 166GL24h 4.5 65 225 20 20 89.0 5.62 1.17 1.22 5.13 5.01 53.5 66.1 164 158 70.5 166GL24h 4.5 65 225 30 0 71.0 5.62 1.17 1.22 5.07 4.99 65.4 77.9 166 147 70.5 166GL24h 4.5 65 225 30 20 88.0 5.62 1.17 1.22 5.07 4.99 65.4 77.9 141 147 70.5 166GL24h 5 65 225 10 0 80.0 5.05 0.857 0.893 4.77 4.65 36.1 48.2 245 212 70.9 168GL24h 5 65 225 10 20 99.0 5.05 0.857 0.893 4.77 4.65 36.1 48.2 230 209 70.9 168GL24h 5 65 225 20 0 81.0 5.05 0.857 0.893 4.62 4.51 54.0 66.7 207 176 70.9 168GL24h 5 65 225 20 20 101 5.05 0.857 0.893 4.62 4.51 54.0 66.7 178 176 70.9 168GL24h 5 65 225 30 0 81.0 5.05 0.857 0.893 4.57 4.49 66.0 78.7 186 162 70.9 168GL24h 5 65 225 30 20 101 5.05 0.857 0.893 4.57 4.49 66.0 78.7 149 161 70.9 168GL24h 5.5 65 225 10 0 86.0 4.59 0.647 0.674 4.33 4.23 36.3 48.5 277 236 71.2 169GL24h 5.5 65 225 10 20 107 4.59 0.647 0.674 4.33 4.23 36.3 48.5 261 226 71.2 169GL24h 5.5 65 225 20 0 88.0 4.59 0.647 0.674 4.20 4.10 54.4 67.2 231 195 71.2 169GL24h 5.5 65 225 20 20 110 4.59 0.647 0.674 4.20 4.10 54.4 67.2 205 188 71.2 169GL24h 5.5 65 225 30 0 89.0 4.59 0.647 0.674 4.15 4.09 66.5 79.3 205 175 71.2 169GL24h 5.5 65 225 30 20 111 4.59 0.647 0.674 4.15 4.09 66.5 79.3 172 171 71.2 169
Input: Steel grade S235, bs = b - 20mm Type 2 Extra lamellaType 1 Type 3Modified
Appendix B, Result data Uniformly distributed load
B-16
![Page 63: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/63.jpg)
Beam grade L b h ts Red P.pre v.Ed
q.Ed inst
q.Ed fin
v.Ed inst
v.Ed fin
q.Ed inst
q.Ed fin
q.Ed inst
q.Ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN/m kN/m kN/m kN/m kN/m % % % % % %
Input: Steel grade S235, bs = b - 20mm Type 2 Extra lamellaType 1 Type 3Modified
GL24h 2 65 270 10 0 89.0 15.2 19.2 19.7 14.7 14.5 19.9 21.9 54.5 45.6 34.0GL24h 2 65 270 10 20 111 15.2 19.2 19.7 14.7 14.5 19.9 21.9 56.0 45.6 34.0GL24h 2 65 270 20 0 59.0 15.2 19.2 19.7 14.4 14.0 27.2 28.8 45.8 39.9 34.0GL24h 2 65 270 20 20 74.0 15.2 19.2 19.7 14.4 14.0 27.2 28.8 47.1 39.9 34.0GL24h 2 65 270 30 0 44.0 15.2 19.2 19.7 14.1 13.9 31.9 33.1 43.4 39.5 34.0GL24h 2 65 270 30 20 55.0 15.2 19.2 19.7 14.1 13.9 31.9 33.1 44.3 39.5 34.0GL24h 2.5 65 270 10 0 89.0 12.1 10.6 11.0 11.8 11.6 33.6 39.6 79.8 66.8 51.6GL24h 2.5 65 270 10 20 111 12.1 10.6 11.0 11.8 11.6 33.6 39.6 81.6 66.8 51.6GL24h 2.5 65 270 20 0 59.0 12.1 10.6 11.0 11.5 11.2 48.1 47.5 69.6 60.3 51.6GL24h 2.5 65 270 20 20 73.0 12.1 10.6 11.0 11.5 11.2 48.1 47.5 71.2 60.3 51.6GL24h 2.5 65 270 30 0 44.0 12.1 10.6 11.0 11.3 11.1 53.5 52.5 66.8 59.9 51.6GL24h 2.5 65 270 30 20 55.0 12.1 10.6 11.0 11.3 11.1 53.5 52.5 68.1 59.9 51.6GL24h 3 65 270 10 0 88.0 10.1 6.37 6.64 9.82 9.64 35.5 48.0 107 92.1 53.6GL24h 3 65 270 10 20 110 10.1 6.37 6.64 9.82 9.64 35.5 48.0 109 92.1 53.6GL24h 3 65 270 20 0 59.0 10.1 6.37 6.64 9.57 9.35 53.7 66.8 94.2 84.7 53.6GL24h 3 65 270 20 20 74.0 10.1 6.37 6.64 9.57 9.35 53.7 66.8 97.2 84.7 53.6GL24h 3 65 270 30 0 44.0 10.1 6.37 6.64 9.43 9.25 65.3 75.7 88.9 84.2 53.6GL24h 3 65 270 30 20 55.0 10.1 6.37 6.64 9.43 9.25 65.3 75.7 93.5 84.2 53.6GL24h 3.5 65 270 10 0 89.0 8.66 4.12 4.29 8.42 8.26 36.7 49.8 131 119 54.8GL24h 3.5 65 270 10 20 111 8.66 4.12 4.29 8.42 8.26 36.7 49.8 138 119 54.8GL24h 3.5 65 270 20 0 59.0 8.66 4.12 4.29 8.20 8.01 55.8 69.7 111 110 54.8GL24h 3.5 65 270 20 20 73.0 8.66 4.12 4.29 8.20 8.01 55.8 69.7 124 110 54.8GL24h 3.5 65 270 30 0 44.0 8.66 4.12 4.29 8.08 7.93 68.1 81.6 107 108 54.8GL24h 3.5 65 270 30 20 55.0 8.66 4.12 4.29 8.08 7.93 68.1 81.6 116 108 54.8GL24h 4 65 270 10 0 88.0 7.58 2.80 2.92 7.37 7.23 37.6 51.1 156 145 55.7GL24h 4 65 270 10 20 110 7.58 2.80 2.92 7.37 7.23 37.6 51.1 167 145 55.7GL24h 4 65 270 20 0 58.0 7.58 2.80 2.92 7.18 7.01 57.3 71.8 140 132 55.7GL24h 4 65 270 20 20 73.0 7.58 2.80 2.92 7.18 7.01 57.3 71.8 148 132 55.7GL24h 4 65 270 30 0 44.0 7.58 2.80 2.92 7.07 6.94 70.1 84.1 132 127 55.7GL24h 4 65 270 30 20 54.0 7.58 2.80 2.92 7.07 6.94 70.1 84.1 139 128 55.7GL24h 4.5 65 270 10 0 88.0 6.74 1.99 2.08 6.55 6.42 38.2 52.0 188 171 56.3GL24h 4.5 65 270 10 20 110 6.74 1.99 2.08 6.55 6.42 38.2 52.0 194 171 56.3GL24h 4.5 65 270 20 0 59.0 6.74 1.99 2.08 6.38 6.23 58.4 73.2 166 152 56.3GL24h 4.5 65 270 20 20 73.0 6.74 1.99 2.08 6.38 6.23 58.4 73.2 168 152 56.3GL24h 4.5 65 270 30 0 47.0 6.74 1.99 2.08 6.29 6.16 71.5 86.0 155 144 56.3GL24h 4.5 65 270 30 20 58.0 6.74 1.99 2.08 6.29 6.16 71.5 86.0 154 144 56.3GL24h 5 65 270 10 0 88.0 6.07 1.46 1.53 5.89 5.78 38.7 52.7 219 196 56.7GL24h 5 65 270 10 20 110 6.07 1.46 1.53 5.89 5.78 38.7 52.7 220 196 56.7GL24h 5 65 270 20 0 69.0 6.07 1.46 1.53 5.74 5.61 59.2 74.3 192 171 56.7GL24h 5 65 270 20 20 87.0 6.07 1.46 1.53 5.74 5.61 59.2 74.3 186 171 56.7GL24h 5 65 270 30 0 67.0 6.07 1.46 1.53 5.66 5.55 72.5 87.3 177 160 56.7GL24h 5 65 270 30 20 83.0 6.07 1.46 1.53 5.66 5.55 72.5 87.3 167 160 56.7GL24h 5.5 65 270 10 0 89.0 5.51 1.11 1.15 5.36 5.26 39.0 53.2 250 221 57.1GL24h 5.5 65 270 10 20 111 5.51 1.11 1.15 5.36 5.26 39.0 53.2 246 221 57.1GL24h 5.5 65 270 20 0 82.0 5.51 1.11 1.15 5.22 5.10 59.8 75.2 217 190 57.1GL24h 5.5 65 270 20 20 102 5.51 1.11 1.15 5.22 5.10 59.8 75.2 204 190 57.1GL24h 5.5 65 270 30 0 81.0 5.51 1.11 1.15 5.14 5.04 73.3 88.4 198 176 57.1GL24h 5.5 65 270 30 20 101 5.51 1.11 1.15 5.14 5.04 73.3 88.4 179 176 57.1
Appendix B, Result data Uniformly distributed load
B-17
![Page 64: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/64.jpg)
Beam grade L b h ts Red P.pre v.Ed
q.Ed inst
q.Ed fin
v.Ed inst
v.Ed fin
q.Ed inst
q.Ed fin
q.Ed inst
q.Ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN/m kN/m kN/m kN/m kN/m % % % % % %
Input: Steel grade S235, bs = b - 20mm Type 2 Extra lamellaType 1 Type 3Modified
GL24h 6 65 270 10 0 90.0 5.05 0.857 0.893 4.91 4.82 39.3 53.6 280 246 57.4GL24h 6 65 270 10 20 112 5.05 0.857 0.893 4.91 4.82 39.3 53.6 271 246 57.4GL24h 6 65 270 20 0 91.0 5.05 0.857 0.893 4.78 4.67 60.2 75.8 241 209 57.4GL24h 6 65 270 20 20 114 5.05 0.857 0.893 4.78 4.67 60.2 75.8 220 209 57.4GL24h 6 65 270 30 0 91.0 5.05 0.857 0.893 4.72 4.62 74.0 89.2 219 190 57.4GL24h 6 65 270 30 20 114 5.05 0.857 0.893 4.72 4.62 74.0 89.2 190 191 57.4GL24h 2 65 315 10 0 117 17.7 26.4 26.4 17.6 17.3 18.7 24.5 61.9 55.6GL24h 2 65 315 10 20 147 17.7 26.4 26.4 17.6 17.3 18.7 24.5 63.6 55.6GL24h 2 65 315 20 0 80.0 17.7 26.4 26.4 17.2 16.8 27.0 32.6 51.3 48.0GL24h 2 65 315 20 20 100 17.7 26.4 26.4 17.2 16.8 27.0 32.6 52.8 48.0GL24h 2 65 315 30 0 60.0 17.7 26.4 26.4 17.0 16.6 32.1 37.3 47.6 46.4GL24h 2 65 315 30 20 75.0 17.7 26.4 26.4 17.0 16.6 32.1 37.3 48.8 46.4GL24h 2.5 65 315 10 0 117 14.2 16.0 16.7 14.1 13.9 25.2 26.1 70.9 57.5GL24h 2.5 65 315 10 20 147 14.2 16.0 16.7 14.1 13.9 25.2 26.1 72.6 57.5GL24h 2.5 65 315 20 0 80.0 14.2 16.0 16.7 13.8 13.5 34.0 34.3 59.6 49.8GL24h 2.5 65 315 20 20 99.0 14.2 16.0 16.7 13.8 13.5 34.0 34.3 61.2 49.8GL24h 2.5 65 315 30 0 61.0 14.2 16.0 16.7 13.6 13.3 39.4 39.1 55.7 48.3GL24h 2.5 65 315 30 20 76.0 14.2 16.0 16.7 13.6 13.3 39.4 39.1 57.0 48.3GL24h 3 65 315 10 0 118 11.8 9.78 10.2 11.7 11.5 34.8 43.4 94.3 79.2GL24h 3 65 315 10 20 146 11.8 9.78 10.2 11.7 11.5 34.8 43.4 96.3 79.2GL24h 3 65 315 20 0 80.0 11.8 9.78 10.2 11.5 11.2 52.5 52.8 81.6 70.5GL24h 3 65 315 20 20 99.0 11.8 9.78 10.2 11.5 11.2 52.5 52.8 83.4 70.5GL24h 3 65 315 30 0 60.0 11.8 9.78 10.2 11.3 11.1 58.6 58.2 77.0 68.7GL24h 3 65 315 30 20 75.0 11.8 9.78 10.2 11.3 11.1 58.6 58.2 78.5 68.7GL24h 3.5 65 315 10 0 118 10.1 6.37 6.64 10.0 9.89 36.5 50.1 119 102GL24h 3.5 65 315 10 20 147 10.1 6.37 6.64 10.0 9.89 36.5 50.1 122 102GL24h 3.5 65 315 20 0 80.0 10.1 6.37 6.64 9.83 9.62 56.2 71.2 105 92.3GL24h 3.5 65 315 20 20 100 10.1 6.37 6.64 9.83 9.62 56.2 71.2 107 92.3GL24h 3.5 65 315 30 0 60.0 10.1 6.37 6.64 9.69 9.49 69.0 78.5 99.7 90.3GL24h 3.5 65 315 30 20 75.0 10.1 6.37 6.64 9.69 9.49 69.0 78.5 101 90.3GL24h 4 65 315 10 0 117 8.85 4.36 4.55 8.78 8.66 37.6 51.8 145 126GL24h 4 65 315 10 20 146 8.85 4.36 4.55 8.78 8.66 37.6 51.8 148 126GL24h 4 65 315 20 0 79.0 8.85 4.36 4.55 8.60 8.42 58.3 74.0 119 115GL24h 4 65 315 20 20 99.0 8.85 4.36 4.55 8.60 8.42 58.3 74.0 131 115GL24h 4 65 315 30 0 60.0 8.85 4.36 4.55 8.48 8.30 71.7 86.9 110 113GL24h 4 65 315 30 20 75.0 8.85 4.36 4.55 8.48 8.30 71.7 86.9 119 113GL24h 4.5 65 315 10 0 117 7.86 3.11 3.24 7.81 7.69 38.4 53.0 171 150GL24h 4.5 65 315 10 20 146 7.86 3.11 3.24 7.81 7.69 38.4 53.0 174 150GL24h 4.5 65 315 20 0 80.0 7.86 3.11 3.24 7.65 7.48 59.7 76.0 142 137GL24h 4.5 65 315 20 20 99.0 7.86 3.11 3.24 7.65 7.48 59.7 76.0 156 137GL24h 4.5 65 315 30 0 59.0 7.86 3.11 3.24 7.54 7.38 73.7 89.5 135 133GL24h 4.5 65 315 30 20 74.0 7.86 3.11 3.24 7.54 7.38 73.7 89.5 148 133GL24h 5 65 315 10 0 117 7.08 2.30 2.39 7.03 6.93 39.0 54.0 188 175GL24h 5 65 315 10 20 147 7.08 2.30 2.39 7.03 6.93 39.0 54.0 201 175GL24h 5 65 315 20 0 80.0 7.08 2.30 2.39 6.88 6.73 60.8 77.6 169 158GL24h 5 65 315 20 20 99.0 7.08 2.30 2.39 6.88 6.73 60.8 77.6 178 158GL24h 5 65 315 30 0 61.0 7.08 2.30 2.39 6.78 6.64 75.1 91.5 159 151GL24h 5 65 315 30 20 76.0 7.08 2.30 2.39 6.78 6.64 75.1 91.5 166 151
Appendix B, Result data Uniformly distributed load
B-18
![Page 65: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/65.jpg)
Beam grade L b h ts Red P.pre v.Ed
q.Ed inst
q.Ed fin
v.Ed inst
v.Ed fin
q.Ed inst
q.Ed fin
q.Ed inst
q.Ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN/m kN/m kN/m kN/m kN/m % % % % % %
Input: Steel grade S235, bs = b - 20mm Type 2 Extra lamellaType 1 Type 3Modified
GL24h 5.5 65 315 10 0 116 6.43 1.74 1.81 6.39 6.30 39.5 54.7 218 199GL24h 5.5 65 315 10 20 145 6.43 1.74 1.81 6.39 6.30 39.5 54.7 228 199GL24h 5.5 65 315 20 0 80.0 6.43 1.74 1.81 6.26 6.12 61.7 78.7 194 177GL24h 5.5 65 315 20 20 100 6.43 1.74 1.81 6.26 6.12 61.7 78.7 198 178GL24h 5.5 65 315 30 0 59.0 6.43 1.74 1.81 6.17 6.04 76.3 93.0 180 167GL24h 5.5 65 315 30 20 74.0 6.43 1.74 1.81 6.17 6.04 76.3 93.0 181 167GL24h 6 65 315 10 0 117 5.90 1.35 1.40 5.86 5.77 39.8 55.2 248 224GL24h 6 65 315 10 20 146 5.90 1.35 1.40 5.86 5.77 39.8 55.2 253 224GL24h 6 65 315 20 0 80.0 5.90 1.35 1.40 5.73 5.61 62.3 79.7 218 197GL24h 6 65 315 20 20 100 5.90 1.35 1.40 5.73 5.61 62.3 79.7 217 196GL24h 6 65 315 30 0 77.0 5.90 1.35 1.40 5.65 5.53 77.2 94.2 202 183GL24h 6 65 315 30 20 96.0 5.90 1.35 1.40 5.65 5.53 77.2 94.2 195 183GL24h 6.5 65 315 10 0 116 5.44 1.07 1.11 5.41 5.33 40.1 55.7 276 247GL24h 6.5 65 315 10 20 145 5.44 1.07 1.11 5.41 5.33 40.1 55.7 279 247GL24h 6.5 65 315 20 0 92.0 5.44 1.07 1.11 5.29 5.18 62.8 80.4 243 215GL24h 6.5 65 315 20 20 114 5.44 1.07 1.11 5.29 5.18 62.8 80.4 236 215GL24h 6.5 65 315 30 0 90.0 5.44 1.07 1.11 5.22 5.11 77.9 95.1 222 198GL24h 6.5 65 315 30 20 113 5.44 1.07 1.11 5.22 5.11 77.9 95.1 209 198GL24h 7 65 315 10 0 117 5.05 0.857 0.893 5.02 4.95 40.4 56.0 305 271GL24h 7 65 315 10 20 146 5.05 0.857 0.893 5.02 4.95 40.4 56.0 304 271GL24h 7 65 315 20 0 101 5.05 0.857 0.893 4.91 4.81 63.3 81.0 266 233GL24h 7 65 315 20 20 126 5.05 0.857 0.893 4.91 4.81 63.3 81.0 254 233GL24h 7 65 315 30 0 101 5.05 0.857 0.893 4.84 4.74 78.4 95.9 243 213GL24h 7 65 315 30 20 126 5.05 0.857 0.893 4.84 4.74 78.4 95.9 222 213GL28h 4 90 225 10 0 107 9.72 2.48 2.59 9.15 8.93 36.0 48.0 192 170 69.9 164GL28h 4 90 225 10 20 134 9.72 2.48 2.59 9.15 8.93 36.0 48.0 182 170 69.9 164GL28h 4 90 225 20 0 105 9.72 2.48 2.59 8.87 8.65 53.6 65.9 165 146 69.9 164GL28h 4 90 225 20 20 132 9.72 2.48 2.59 8.87 8.65 53.6 65.9 147 146 69.9 164GL28h 4 90 225 30 0 104 9.72 2.48 2.59 8.77 8.64 65.2 77.4 152 137 69.9 164GL28h 4 90 225 30 20 130 9.72 2.48 2.59 8.77 8.64 65.2 77.4 129 137 69.9 164GL28h 5 90 225 10 0 132 7.78 1.29 1.34 7.32 7.14 36.7 49.0 256 220 70.9 168GL28h 5 90 225 10 20 165 7.78 1.29 1.34 7.32 7.14 36.7 49.0 238 211 70.9 168GL28h 5 90 225 20 0 134 7.78 1.29 1.34 7.09 6.92 54.8 67.5 214 182 70.9 168GL28h 5 90 225 20 20 168 7.78 1.29 1.34 7.09 6.92 54.8 67.5 186 177 70.9 168GL28h 5 90 225 30 0 136 7.78 1.29 1.34 7.02 6.91 66.8 79.4 192 166 70.9 168GL28h 5 90 225 30 20 170 7.78 1.29 1.34 7.02 6.91 66.8 79.4 156 162 70.9 168GL28h 6 90 225 10 0 147 6.48 0.752 0.783 6.10 5.95 37.1 49.6 318 269 71.5 170GL28h 6 90 225 10 20 184 6.48 0.752 0.783 6.10 5.95 37.1 49.6 303 245 71.5 170GL28h 6 90 225 20 0 152 6.48 0.752 0.783 5.91 5.77 55.4 68.4 262 217 71.5 170GL28h 6 90 225 20 20 190 6.48 0.752 0.783 5.91 5.77 55.4 68.4 240 201 71.5 170GL28h 6 90 225 30 0 155 6.48 0.752 0.783 5.85 5.76 67.7 80.6 231 193 71.5 170GL28h 6 90 225 30 20 193 6.48 0.752 0.783 5.85 5.76 67.7 80.6 205 181 71.5 170GL28h 7 90 225 10 0 158 5.55 0.476 0.496 5.23 5.10 37.4 49.9 379 318 71.8 171GL28h 7 90 225 10 20 197 5.55 0.476 0.496 5.23 5.10 37.4 49.9 368 278 71.8 171GL28h 7 90 225 20 0 164 5.55 0.476 0.496 5.07 4.95 55.8 68.9 310 252 71.8 171GL28h 7 90 225 20 20 205 5.55 0.476 0.496 5.07 4.95 55.8 68.9 295 224 71.8 171GL28h 7 90 225 30 0 168 5.55 0.476 0.496 5.01 4.93 68.2 81.2 270 220 71.8 171GL28h 7 90 225 30 20 206 5.55 0.476 0.496 5.01 4.93 68.2 81.2 254 199 71.8 171
Appendix B, Result data Uniformly distributed load
B-19
![Page 66: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/66.jpg)
Beam grade L b h ts Red P.pre v.Ed
q.Ed inst
q.Ed fin
v.Ed inst
v.Ed fin
q.Ed inst
q.Ed fin
q.Ed inst
q.Ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN/m kN/m kN/m kN/m kN/m % % % % % %
Input: Steel grade S235, bs = b - 20mm Type 2 Extra lamellaType 1 Type 3Modified
GL28h 4 90 270 10 0 126 11.7 4.22 4.39 11.3 11.1 38.3 52.0 170 156 55.7 127GL28h 4 90 270 10 20 158 11.7 4.22 4.39 11.3 11.1 38.3 52.0 175 156 55.7 127GL28h 4 90 270 20 0 84.0 11.7 4.22 4.39 11.0 10.8 58.1 72.6 151 140 55.7 127GL28h 4 90 270 20 20 105 11.7 4.22 4.39 11.0 10.8 58.1 72.6 153 140 55.7 127GL28h 4 90 270 30 0 64.0 11.7 4.22 4.39 10.9 10.7 70.9 84.9 142 135 55.7 127GL28h 4 90 270 30 20 79.0 11.7 4.22 4.39 10.9 10.7 70.9 84.9 142 135 55.7 127GL28h 5 90 270 10 0 127 9.33 2.20 2.29 9.06 8.88 39.4 53.6 231 207 56.7 131GL28h 5 90 270 10 20 159 9.33 2.20 2.29 9.06 8.88 39.4 53.6 227 207 56.7 131GL28h 5 90 270 20 0 125 9.33 2.20 2.29 8.82 8.61 60.0 75.2 201 179 56.7 131GL28h 5 90 270 20 20 156 9.33 2.20 2.29 8.82 8.61 60.0 75.2 188 179 56.7 131GL28h 5 90 270 30 0 123 9.33 2.20 2.29 8.70 8.53 73.4 88.2 185 166 56.7 131GL28h 5 90 270 30 20 154 9.33 2.20 2.29 8.70 8.53 73.4 88.2 166 166 56.7 131GL28h 6 90 270 10 0 150 7.78 1.29 1.34 7.55 7.40 40.0 54.5 292 256 57.3 132GL28h 6 90 270 10 20 188 7.78 1.29 1.34 7.55 7.40 40.0 54.5 282 247 57.3 132GL28h 6 90 270 20 0 153 7.78 1.29 1.34 7.35 7.18 61.1 76.7 251 216 57.3 132GL28h 6 90 270 20 20 191 7.78 1.29 1.34 7.35 7.18 61.1 76.7 225 213 57.3 132GL28h 6 90 270 30 0 154 7.78 1.29 1.34 7.25 7.11 74.9 90.1 226 196 57.3 132GL28h 6 90 270 30 20 193 7.78 1.29 1.34 7.25 7.11 74.9 90.1 191 195 57.3 132GL28h 7 90 270 10 0 166 6.67 0.817 0.851 6.47 6.34 40.4 55.1 353 305 57.7 134GL28h 7 90 270 10 20 207 6.67 0.817 0.851 6.47 6.34 40.4 55.1 341 284 57.7 134GL28h 7 90 270 20 0 172 6.67 0.817 0.851 6.30 6.15 61.8 77.7 299 252 57.7 134GL28h 7 90 270 20 20 215 6.67 0.817 0.851 6.30 6.15 61.8 77.7 276 237 57.7 134GL28h 7 90 270 30 0 174 6.67 0.817 0.851 6.21 6.09 75.8 91.2 266 225 57.7 134GL28h 7 90 270 30 20 218 6.67 0.817 0.851 6.21 6.09 75.8 91.2 237 214 57.7 134GL28h 8 90 270 10 0 177 5.83 0.550 0.573 5.66 5.55 40.7 55.5 414 354 58.0 134GL28h 8 90 270 10 20 222 5.83 0.550 0.573 5.66 5.55 40.7 55.5 401 317 58.0 134GL28h 8 90 270 20 0 185 5.83 0.550 0.573 5.51 5.38 62.2 78.3 347 288 58.0 134GL28h 8 90 270 20 20 231 5.83 0.550 0.573 5.51 5.38 62.2 78.3 328 261 58.0 134GL28h 8 90 270 30 0 189 5.83 0.550 0.573 5.43 5.33 76.4 92.0 306 253 58.0 134GL28h 8 90 270 30 20 236 5.83 0.550 0.573 5.43 5.33 76.4 92.0 283 233 58.0 134GL28h 4 90 315 10 0 167 13.6 6.56 6.84 13.5 13.3 38.3 52.7 149 137 46.0 103GL28h 4 90 315 10 20 209 13.6 6.56 6.84 13.5 13.3 38.3 52.7 158 137 46.0 103GL28h 4 90 315 20 0 113 13.6 6.56 6.84 13.2 12.9 59.2 74.9 130 127 46.0 103GL28h 4 90 315 20 20 141 13.6 6.56 6.84 13.2 12.9 59.2 74.9 143 127 46.0 103GL28h 4 90 315 30 0 86.0 13.6 6.56 6.84 13.0 12.8 72.6 87.8 125 124 46.0 103GL28h 4 90 315 30 20 107 13.6 6.56 6.84 13.0 12.8 72.6 87.8 137 124 46.0 103GL28h 5 90 315 10 0 166 10.9 3.45 3.60 10.8 10.6 39.8 54.9 204 187 47.1 106GL28h 5 90 315 10 20 208 10.9 3.45 3.60 10.8 10.6 39.8 54.9 211 187 47.1 106GL28h 5 90 315 20 0 113 10.9 3.45 3.60 10.6 10.3 61.8 78.6 182 168 47.1 106GL28h 5 90 315 20 20 142 10.9 3.45 3.60 10.6 10.3 61.8 78.6 184 168 47.1 106GL28h 5 90 315 30 0 90.0 10.9 3.45 3.60 10.4 10.2 76.1 92.4 170 159 47.1 106GL28h 5 90 315 30 20 112 10.9 3.45 3.60 10.4 10.2 76.1 92.4 170 159 47.1 106GL28h 6 90 315 10 0 166 9.07 2.03 2.11 9.00 8.87 40.7 56.2 262 236 47.7 108GL28h 6 90 315 10 20 208 9.07 2.03 2.11 9.00 8.87 40.7 56.2 263 232 47.7 108GL28h 6 90 315 20 0 144 9.07 2.03 2.11 8.81 8.62 63.3 80.7 231 205 47.7 108GL28h 6 90 315 20 20 179 9.07 2.03 2.11 8.81 8.62 63.3 80.7 221 206 47.7 108GL28h 6 90 315 30 0 141 9.07 2.03 2.11 8.68 8.50 78.2 95.2 213 190 47.7 108GL28h 6 90 315 30 20 176 9.07 2.03 2.11 8.68 8.50 78.2 95.2 196 190 47.7 108
Appendix B, Result data Uniformly distributed load
B-20
![Page 67: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/67.jpg)
Beam grade L b h ts Red P.pre v.Ed
q.Ed inst
q.Ed fin
v.Ed inst
v.Ed fin
q.Ed inst
q.Ed fin
q.Ed inst
q.Ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN/m kN/m kN/m kN/m kN/m % % % % % %
Input: Steel grade S235, bs = b - 20mm Type 2 Extra lamellaType 1 Type 3Modified
GL28h 7 90 315 10 0 168 7.78 1.29 1.34 7.72 7.60 41.2 57.1 321 283 48.1 109GL28h 7 90 315 10 20 210 7.78 1.29 1.34 7.72 7.60 41.2 57.1 318 268 48.1 109GL28h 7 90 315 20 0 171 7.78 1.29 1.34 7.55 7.39 64.3 82.1 279 242 48.1 109GL28h 7 90 315 20 20 214 7.78 1.29 1.34 7.55 7.39 64.3 82.1 256 241 48.1 109GL28h 7 90 315 30 0 172 7.78 1.29 1.34 7.44 7.29 79.5 96.9 253 220 48.1 109GL28h 7 90 315 30 20 215 7.78 1.29 1.34 7.44 7.29 79.5 96.9 220 220 48.1 109GL28h 8 90 315 10 0 184 6.80 0.869 0.905 6.75 6.65 41.5 57.6 378 330 48.4 110GL28h 8 90 315 10 20 230 6.80 0.869 0.905 6.75 6.65 41.5 57.6 372 306 48.4 110GL28h 8 90 315 20 0 190 6.80 0.869 0.905 6.61 6.47 64.9 83.0 326 278 48.4 110GL28h 8 90 315 20 20 238 6.80 0.869 0.905 6.61 6.47 64.9 83.0 304 266 48.4 110GL28h 8 90 315 30 0 193 6.80 0.869 0.905 6.51 6.38 80.3 98.1 293 249 48.4 110GL28h 8 90 315 30 20 241 6.80 0.869 0.905 6.51 6.38 80.3 98.1 263 240 48.4 110GL28h 9 90 315 10 0 196 6.05 0.613 0.638 6.00 5.91 41.8 58.0 435 377 48.6 110GL28h 9 90 315 10 20 245 6.05 0.613 0.638 6.00 5.91 41.8 58.0 425 345 48.6 110GL28h 9 90 315 20 0 205 6.05 0.613 0.638 5.87 5.75 65.3 83.6 373 313 48.6 110GL28h 9 90 315 20 20 256 6.05 0.613 0.638 5.87 5.75 65.3 83.6 353 290 48.6 110GL28h 9 90 315 30 0 209 6.05 0.613 0.638 5.79 5.67 80.9 98.9 333 278 48.6 110GL28h 9 90 315 30 20 261 6.05 0.613 0.638 5.79 5.67 80.9 98.9 307 260 48.6 110GL28h 4 90 360 10 0 211 15.6 9.58 10.0 15.7 15.5 37.2 51.6 138 120 38.9 85.4GL28h 4 90 360 10 20 264 15.6 9.58 10.0 15.7 15.5 37.2 51.6 141 120 38.9 85.4GL28h 4 90 360 20 0 144 15.6 9.58 10.0 15.4 15.1 58.1 74.4 119 110 38.9 85.4GL28h 4 90 360 20 20 180 15.6 9.58 10.0 15.4 15.1 58.1 74.4 126 110 38.9 85.4GL28h 4 90 360 30 0 110 15.6 9.58 10.0 15.2 14.9 71.8 87.6 110 108 38.9 85.4GL28h 4 90 360 30 20 138 15.6 9.58 10.0 15.2 14.9 71.8 87.6 120 108 38.9 85.4GL28h 5 90 360 10 0 211 12.4 5.08 5.29 12.5 12.4 39.0 54.4 185 166 40.0 88.6GL28h 5 90 360 10 20 263 12.4 5.08 5.29 12.5 12.4 39.0 54.4 190 166 40.0 88.6GL28h 5 90 360 20 0 145 12.4 5.08 5.29 12.3 12.1 61.4 79.1 159 152 40.0 88.6GL28h 5 90 360 20 20 181 12.4 5.08 5.29 12.3 12.1 61.4 79.1 171 152 40.0 88.6GL28h 5 90 360 30 0 109 12.4 5.08 5.29 12.2 11.9 76.2 93.6 151 147 40.0 88.6GL28h 5 90 360 30 20 137 12.4 5.08 5.29 12.2 11.9 76.2 93.6 162 147 40.0 88.6GL28h 6 90 360 10 0 211 10.4 3.00 3.12 10.5 10.3 40.0 56.1 231 213 40.7 90.5GL28h 6 90 360 10 20 263 10.4 3.00 3.12 10.5 10.3 40.0 56.1 241 213 40.7 90.5GL28h 6 90 360 20 0 144 10.4 3.00 3.12 10.3 10.1 63.4 81.9 208 191 40.7 90.5GL28h 6 90 360 20 20 180 10.4 3.00 3.12 10.3 10.1 63.4 81.9 211 191 40.7 90.5GL28h 6 90 360 30 0 113 10.4 3.00 3.12 10.1 9.93 78.9 97.2 194 180 40.7 90.5GL28h 6 90 360 30 20 141 10.4 3.00 3.12 10.1 9.93 78.9 97.2 194 180 40.7 90.5GL28h 7 90 360 10 0 210 8.89 1.91 1.99 8.96 8.86 40.7 57.1 286 259 41.1 91.7GL28h 7 90 360 10 20 263 8.89 1.91 1.99 8.96 8.86 40.7 57.1 292 248 41.1 91.7GL28h 7 90 360 20 0 162 8.89 1.91 1.99 8.81 8.64 64.6 83.7 254 227 41.1 91.7GL28h 7 90 360 20 20 202 8.89 1.91 1.99 8.81 8.64 64.6 83.7 248 227 41.1 91.7GL28h 7 90 360 30 0 159 8.89 1.91 1.99 8.69 8.51 80.6 99.5 234 211 41.1 91.7GL28h 7 90 360 30 20 199 8.89 1.91 1.99 8.69 8.51 80.6 99.5 222 210 41.1 91.7GL28h 8 90 360 10 0 210 7.78 1.29 1.34 7.84 7.76 41.2 57.8 341 304 41.4 92.6GL28h 8 90 360 10 20 263 7.78 1.29 1.34 7.84 7.76 41.2 57.8 344 282 41.4 92.6GL28h 8 90 360 20 0 189 7.78 1.29 1.34 7.71 7.56 65.4 84.9 301 263 41.4 92.6GL28h 8 90 360 20 20 236 7.78 1.29 1.34 7.71 7.56 65.4 84.9 283 263 41.4 92.6GL28h 8 90 360 30 0 189 7.78 1.29 1.34 7.61 7.45 81.8 101 274 240 41.4 92.6GL28h 8 90 360 30 20 236 7.78 1.29 1.34 7.61 7.45 81.8 101 248 240 41.4 92.6
Appendix B, Result data Uniformly distributed load
B-21
![Page 68: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/68.jpg)
Beam grade L b h ts Red P.pre v.Ed
q.Ed inst
q.Ed fin
v.Ed inst
v.Ed fin
q.Ed inst
q.Ed fin
q.Ed inst
q.Ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN/m kN/m kN/m kN/m kN/m % % % % % %
Input: Steel grade S235, bs = b - 20mm Type 2 Extra lamellaType 1 Type 3Modified
GL28h 9 90 360 10 0 210 6.91 0.910 0.948 6.97 6.89 41.5 58.3 395 349 41.6 93.1GL28h 9 90 360 10 20 262 6.91 0.910 0.948 6.97 6.89 41.5 58.3 395 316 41.6 93.1GL28h 9 90 360 20 0 208 6.91 0.910 0.948 6.86 6.72 66.0 85.7 346 298 41.6 93.1GL28h 9 90 360 20 20 260 6.91 0.910 0.948 6.86 6.72 66.0 85.7 327 288 41.6 93.1GL28h 9 90 360 30 0 211 6.91 0.910 0.948 6.76 6.62 82.6 102 313 269 41.6 93.1GL28h 9 90 360 30 20 264 6.91 0.910 0.948 6.76 6.62 82.6 102 285 262 41.6 93.1GL28h 10 90 360 10 0 214 6.22 0.666 0.694 6.27 6.20 41.7 58.7 449 394 41.8 93.5GL28h 10 90 360 10 20 267 6.22 0.666 0.694 6.27 6.20 41.7 58.7 448 346 41.8 93.5GL28h 10 90 360 20 0 223 6.22 0.666 0.694 6.17 6.05 66.5 86.3 390 333 41.8 93.5GL28h 10 90 360 20 20 279 6.22 0.666 0.694 6.17 6.05 66.5 86.3 373 312 41.8 93.5GL28h 10 90 360 30 0 228 6.22 0.666 0.694 6.09 5.96 83.1 103 352 297 41.8 93.5GL28h 10 90 360 30 20 285 6.22 0.666 0.694 6.09 5.96 83.1 103 326 282 41.8 93.5GL28h 11 90 360 10 0 224 5.66 0.502 0.523 5.70 5.64 41.9 58.9 503 438 41.9 93.8GL28h 11 90 360 10 20 280 5.66 0.502 0.523 5.70 5.64 41.9 58.9 501 376 41.9 93.8GL28h 11 90 360 20 0 235 5.66 0.502 0.523 5.61 5.50 66.8 86.8 435 367 41.9 93.8GL28h 11 90 360 20 20 294 5.66 0.502 0.523 5.61 5.50 66.8 86.8 419 336 41.9 93.8GL28h 11 90 360 30 0 241 5.66 0.502 0.523 5.53 5.42 83.6 104 390 325 41.9 93.8GL28h 11 90 360 30 20 301 5.66 0.502 0.523 5.53 5.42 83.6 104 367 301 41.9 93.8GL28h 4 90 405 10 0 258 17.5 13.3 13.9 17.8 17.7 35.3 49.5 125 107 33.5 72.6GL28h 4 90 405 10 20 307 17.5 13.3 13.9 17.8 17.7 35.3 49.5 127 107 33.5 72.6GL28h 4 90 405 20 0 179 17.5 13.3 13.9 17.6 17.3 55.9 70.4 109 96.2 33.5 72.6GL28h 4 90 405 20 20 224 17.5 13.3 13.9 17.6 17.3 55.9 70.4 112 96.2 33.5 72.6GL28h 4 90 405 30 0 139 17.5 13.3 13.9 17.4 17.1 69.4 77.2 103 93.1 33.5 72.6GL28h 4 90 405 30 20 174 17.5 13.3 13.9 17.4 17.1 69.4 77.2 105 93.1 33.5 72.6GL28h 5 90 405 10 0 259 14.0 7.11 7.41 14.3 14.2 37.5 52.8 169 148 34.7 75.8GL28h 5 90 405 10 20 307 14.0 7.11 7.41 14.3 14.2 37.5 52.8 172 148 34.7 75.8GL28h 5 90 405 20 0 179 14.0 7.11 7.41 14.1 13.9 59.8 77.8 143 135 34.7 75.8GL28h 5 90 405 20 20 223 14.0 7.11 7.41 14.1 13.9 59.8 77.8 154 135 34.7 75.8GL28h 5 90 405 30 0 139 14.0 7.11 7.41 13.9 13.7 74.8 92.7 128 131 34.7 75.8GL28h 5 90 405 30 20 174 14.0 7.11 7.41 13.9 13.7 74.8 92.7 142 131 34.7 75.8GL28h 6 90 405 10 0 257 11.7 4.22 4.39 11.9 11.8 38.8 54.8 215 191 35.4 77.7GL28h 6 90 405 10 20 307 11.7 4.22 4.39 11.9 11.8 38.8 54.8 218 190 35.4 77.7GL28h 6 90 405 20 0 179 11.7 4.22 4.39 11.8 11.6 62.2 81.2 183 174 35.4 77.7GL28h 6 90 405 20 20 224 11.7 4.22 4.39 11.8 11.6 62.2 81.2 196 174 35.4 77.7GL28h 6 90 405 30 0 139 11.7 4.22 4.39 11.6 11.4 78.0 97.1 173 166 35.4 77.7GL28h 6 90 405 30 20 174 11.7 4.22 4.39 11.6 11.4 78.0 97.1 184 166 35.4 77.7GL28h 7 90 405 10 0 257 10.0 2.69 2.81 10.2 10.1 39.6 56.1 254 234 35.9 78.9GL28h 7 90 405 10 20 307 10.0 2.69 2.81 10.2 10.1 39.6 56.1 266 225 35.9 78.9GL28h 7 90 405 20 0 178 10.0 2.69 2.81 10.1 9.90 63.7 83.5 229 210 35.9 78.9GL28h 7 90 405 20 20 223 10.0 2.69 2.81 10.1 9.90 63.7 83.5 235 210 35.9 78.9GL28h 7 90 405 30 0 138 10.0 2.69 2.81 10.0 9.75 80.1 100 214 198 35.9 78.9GL28h 7 90 405 30 20 172 10.0 2.69 2.81 10.0 9.75 80.1 100 216 198 35.9 78.9GL28h 8 90 405 10 0 258 8.75 1.82 1.90 8.92 8.86 40.1 56.9 306 278 36.2 79.7GL28h 8 90 405 10 20 307 8.75 1.82 1.90 8.92 8.86 40.1 56.9 314 251 36.2 79.7GL28h 8 90 405 20 0 180 8.75 1.82 1.90 8.82 8.67 64.7 85.0 274 246 36.2 79.7GL28h 8 90 405 20 20 225 8.75 1.82 1.90 8.82 8.67 64.7 85.0 271 246 36.2 79.7GL28h 8 90 405 30 0 177 8.75 1.82 1.90 8.71 8.53 81.6 102 253 227 36.2 79.7GL28h 8 90 405 30 20 221 8.75 1.82 1.90 8.71 8.53 81.6 102 244 227 36.2 79.7
Appendix B, Result data Uniformly distributed load
B-22
![Page 69: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/69.jpg)
Beam grade L b h ts Red P.pre v.Ed
q.Ed inst
q.Ed fin
v.Ed inst
v.Ed fin
q.Ed inst
q.Ed fin
q.Ed inst
q.Ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN/m kN/m kN/m kN/m kN/m % % % % % %
Input: Steel grade S235, bs = b - 20mm Type 2 Extra lamellaType 1 Type 3Modified
GL28h 9 90 405 10 0 258 7.78 1.29 1.34 7.93 7.87 40.5 57.5 357 321 36.4 80.3GL28h 9 90 405 10 20 307 7.78 1.29 1.34 7.93 7.87 40.5 57.5 363 277 36.4 80.3GL28h 9 90 405 20 0 206 7.78 1.29 1.34 7.84 7.70 65.4 86.0 317 280 36.4 80.3GL28h 9 90 405 20 20 257 7.78 1.29 1.34 7.84 7.70 65.4 86.0 306 280 36.4 80.3GL28h 9 90 405 30 0 206 7.78 1.29 1.34 7.74 7.59 82.6 103 292 256 36.4 80.3GL28h 9 90 405 30 20 258 7.78 1.29 1.34 7.74 7.59 82.6 103 271 256 36.4 80.3GL28h 10 90 405 10 0 257 7.00 0.944 0.98 7.14 7.09 40.8 58.0 408 363 36.5 80.7GL28h 10 90 405 10 20 307 7.00 0.944 0.98 7.14 7.09 40.8 58.0 408 303 36.5 80.7GL28h 10 90 405 20 0 226 7.00 0.944 0.98 7.05 6.93 66.0 86.8 361 314 36.5 80.7GL28h 10 90 405 20 20 282 7.00 0.944 0.98 7.05 6.93 66.0 86.8 346 307 36.5 80.7GL28h 10 90 405 30 0 229 7.00 0.944 0.98 6.97 6.83 83.3 104 329 285 36.5 80.7GL28h 10 90 405 30 20 286 7.00 0.944 0.98 6.97 6.83 83.3 104 304 280 36.5 80.7GL28h 11 90 405 10 0 256 6.36 0.712 0.742 6.49 6.44 41.0 58.3 445 395 36.6 81.0GL28h 11 90 405 10 20 307 6.36 0.712 0.742 6.49 6.44 41.0 58.3 445 328 36.6 81.0GL28h 11 90 405 20 0 241 6.36 0.712 0.742 6.41 6.30 66.4 87.4 404 348 36.6 81.0GL28h 11 90 405 20 20 301 6.36 0.712 0.742 6.41 6.30 66.4 87.4 389 331 36.6 81.0GL28h 11 90 405 30 0 246 6.36 0.712 0.742 6.33 6.21 83.9 105 367 313 36.6 81.0GL28h 11 90 405 30 20 307 6.36 0.712 0.742 6.33 6.21 83.9 105 342 299 36.6 81.0GL28h 4 90 450 10 0 306 19.4 17.8 18.5 20.0 19.9 33.3 44.9 114 96.9 29.3GL28h 4 90 450 10 20 307 19.4 17.8 18.5 20.0 19.9 33.3 44.9 114 94.7 29.3GL28h 4 90 450 20 0 217 19.4 17.8 18.5 19.8 19.6 53.0 57.1 98.5 85.2 29.3GL28h 4 90 450 20 20 271 19.4 17.8 18.5 19.8 19.6 53.0 57.1 101 85.2 29.3GL28h 4 90 450 30 0 168 19.4 17.8 18.5 19.6 19.3 62.3 63.8 91.9 81.5 29.3GL28h 4 90 450 30 20 209 19.4 17.8 18.5 19.6 19.3 62.3 63.8 94.0 81.5 29.3GL28h 5 90 450 10 0 307 15.6 9.58 10.0 16.0 15.9 35.7 50.6 154 134 30.5GL28h 5 90 450 10 20 307 15.6 9.58 10.0 16.0 15.9 35.7 50.6 154 131 30.5GL28h 5 90 450 20 0 217 15.6 9.58 10.0 15.9 15.6 57.5 75.4 136 120 30.5GL28h 5 90 450 20 20 271 15.6 9.58 10.0 15.9 15.6 57.5 75.4 138 120 30.5GL28h 5 90 450 30 0 168 15.6 9.58 10.0 15.7 15.4 72.3 90.3 128 115 30.5GL28h 5 90 450 30 20 209 15.6 9.58 10.0 15.7 15.4 72.3 90.3 130 115 30.5GL28h 6 90 450 10 0 307 13.0 5.71 5.95 13.3 13.3 37.1 52.9 196 172 31.2GL28h 6 90 450 10 20 307 13.0 5.71 5.95 13.3 13.3 37.1 52.9 196 169 31.2GL28h 6 90 450 20 0 216 13.0 5.71 5.95 13.2 13.0 60.2 79.4 164 156 31.2GL28h 6 90 450 20 20 270 13.0 5.71 5.95 13.2 13.0 60.2 79.4 178 156 31.2GL28h 6 90 450 30 0 168 13.0 5.71 5.95 13.1 12.8 76.1 95.6 151 151 31.2GL28h 6 90 450 30 20 209 13.0 5.71 5.95 13.1 12.8 76.1 95.6 169 151 31.2GL28h 7 90 450 10 0 306 11.1 3.66 3.81 11.4 11.4 38.1 54.4 239 212 31.7GL28h 7 90 450 10 20 307 11.1 3.66 3.81 11.4 11.4 38.1 54.4 239 199 31.7GL28h 7 90 450 20 0 216 11.1 3.66 3.81 11.3 11.2 62.0 82.1 205 192 31.7GL28h 7 90 450 20 20 270 11.1 3.66 3.81 11.3 11.2 62.0 82.1 218 192 31.7GL28h 7 90 450 30 0 167 11.1 3.66 3.81 11.2 11.0 78.6 99.1 193 183 31.7GL28h 7 90 450 30 20 209 11.1 3.66 3.81 11.2 11.0 78.6 99.1 203 183 31.7GL28h 8 90 450 10 0 306 9.72 2.48 2.59 10.0 10.0 38.7 55.4 283 252 32.0GL28h 8 90 450 10 20 307 9.72 2.48 2.59 10.0 10.0 38.7 55.4 283 222 32.0GL28h 8 90 450 20 0 216 9.72 2.48 2.59 9.92 9.78 63.2 83.9 248 227 32.0GL28h 8 90 450 20 20 269 9.72 2.48 2.59 9.92 9.78 63.2 83.9 255 227 32.0GL28h 8 90 450 30 0 167 9.72 2.48 2.59 9.82 9.63 80.3 101 231 213 32.0GL28h 8 90 450 30 20 208 9.72 2.48 2.59 9.82 9.63 80.3 101 234 213 32.0
Appendix B, Result data Uniformly distributed load
B-23
![Page 70: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/70.jpg)
Beam grade L b h ts Red P.pre v.Ed
q.Ed inst
q.Ed fin
v.Ed inst
v.Ed fin
q.Ed inst
q.Ed fin
q.Ed inst
q.Ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN/m kN/m kN/m kN/m kN/m % % % % % %
Input: Steel grade S235, bs = b - 20mm Type 2 Extra lamellaType 1 Type 3Modified
GL28h 9 90 450 10 0 306 8.64 1.76 1.83 8.89 8.85 39.1 56.1 320 292 32.2GL28h 9 90 450 10 20 307 8.64 1.76 1.83 8.89 8.85 39.1 56.1 320 245 32.2GL28h 9 90 450 20 0 215 8.64 1.76 1.83 8.82 8.69 64.1 85.2 290 261 32.2GL28h 9 90 450 20 20 269 8.64 1.76 1.83 8.82 8.69 64.1 85.2 291 261 32.2GL28h 9 90 450 30 0 194 8.64 1.76 1.83 8.73 8.56 81.5 103 269 242 32.2GL28h 9 90 450 30 20 242 8.64 1.76 1.83 8.73 8.56 81.5 103 263 242 32.2GL28h 10 90 450 10 0 307 7.78 1.29 1.34 8.00 7.97 39.5 56.7 352 319 32.4GL28h 10 90 450 10 20 307 7.78 1.29 1.34 8.00 7.97 39.5 56.7 352 267 32.4GL28h 10 90 450 20 0 223 7.78 1.29 1.34 7.94 7.82 64.7 86.1 332 294 32.4GL28h 10 90 450 20 20 278 7.78 1.29 1.34 7.94 7.82 64.7 86.1 325 294 32.4GL28h 10 90 450 30 0 223 7.78 1.29 1.34 7.85 7.70 82.4 104 306 270 32.4GL28h 10 90 450 30 20 279 7.78 1.29 1.34 7.85 7.70 82.4 104 290 270 32.4GL28h 11 90 450 10 0 306 7.07 0.97 1.01 7.27 7.24 39.7 57.1 384 347 32.5GL28h 11 90 450 10 20 307 7.07 0.97 1.01 7.27 7.24 39.7 57.1 384 289 32.5GL28h 11 90 450 20 0 243 7.07 0.97 1.01 7.22 7.11 65.2 86.9 373 327 32.5GL28h 11 90 450 20 20 303 7.07 0.97 1.01 7.22 7.11 65.2 86.9 362 323 32.5GL28h 11 90 450 30 0 246 7.07 0.97 1.01 7.14 7.00 83.1 105 342 298 32.5GL28h 11 90 450 30 20 307 7.07 0.97 1.01 7.14 7.00 83.1 105 319 296 32.5GL28h 4 90 495 10 0 307 21.4 23.0 23.9 22.1 22.1 31.1 34.4 102 87.6GL28h 4 90 495 10 20 307 21.4 23.0 23.9 22.1 22.1 31.1 34.4 102 83.3GL28h 4 90 495 20 0 256 21.4 23.0 23.9 22.1 21.8 43.6 46.3 89.9 76.4GL28h 4 90 495 20 20 320 21.4 23.0 23.9 22.1 21.8 43.6 46.3 92.3 76.4GL28h 4 90 495 30 0 200 21.4 23.0 23.9 21.9 21.5 51.0 52.9 82.8 72.2GL28h 4 90 495 30 20 250 21.4 23.0 23.9 21.9 21.5 51.0 52.9 85.0 72.2GL28h 5 90 495 10 0 307 17.1 12.5 13.0 17.7 17.7 33.7 48.1 137 121GL28h 5 90 495 10 20 307 17.1 12.5 13.0 17.7 17.7 33.7 48.1 137 115GL28h 5 90 495 20 0 257 17.1 12.5 13.0 17.6 17.4 54.8 72.0 123 107GL28h 5 90 495 20 20 321 17.1 12.5 13.0 17.6 17.4 54.8 72.0 126 107GL28h 5 90 495 30 0 200 17.1 12.5 13.0 17.5 17.2 69.3 79.8 115 102GL28h 5 90 495 30 20 249 17.1 12.5 13.0 17.5 17.2 69.3 79.8 117 102GL28h 6 90 495 10 0 307 14.3 7.49 7.80 14.8 14.7 35.3 50.7 175 156GL28h 6 90 495 10 20 307 14.3 7.49 7.80 14.8 14.7 35.3 50.7 175 150GL28h 6 90 495 20 0 256 14.3 7.49 7.80 14.7 14.5 57.9 76.9 159 140GL28h 6 90 495 20 20 320 14.3 7.49 7.80 14.7 14.5 57.9 76.9 162 140GL28h 6 90 495 30 0 200 14.3 7.49 7.80 14.6 14.3 73.6 93.2 145 135GL28h 6 90 495 30 20 250 14.3 7.49 7.80 14.6 14.3 73.6 93.2 152 135GL28h 7 90 495 10 0 307 12.2 4.82 5.02 12.6 12.6 36.4 52.4 214 192GL28h 7 90 495 10 20 307 12.2 4.82 5.02 12.6 12.6 36.4 52.4 214 178GL28h 7 90 495 20 0 257 12.2 4.82 5.02 12.6 12.4 59.9 80.0 186 174GL28h 7 90 495 20 20 321 12.2 4.82 5.02 12.6 12.4 59.9 80.0 199 174GL28h 7 90 495 30 0 200 12.2 4.82 5.02 12.5 12.3 76.4 97.2 171 167GL28h 7 90 495 30 20 250 12.2 4.82 5.02 12.5 12.3 76.4 97.2 188 167GL28h 8 90 495 10 0 307 10.7 3.28 3.41 11.1 11.1 37.1 53.6 251 229GL28h 8 90 495 10 20 307 10.7 3.28 3.41 11.1 11.1 37.1 53.6 251 198GL28h 8 90 495 20 0 255 10.7 3.28 3.41 11.0 10.9 61.3 82.1 223 209GL28h 8 90 495 20 20 319 10.7 3.28 3.41 11.0 10.9 61.3 82.1 237 209GL28h 8 90 495 30 0 199 10.7 3.28 3.41 10.9 10.7 78.4 100 210 198GL28h 8 90 495 30 20 249 10.7 3.28 3.41 10.9 10.7 78.4 100 221 198
Appendix B, Result data Uniformly distributed load
B-24
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Beam grade L b h ts Red P.pre v.Ed
q.Ed inst
q.Ed fin
v.Ed inst
v.Ed fin
q.Ed inst
q.Ed fin
q.Ed inst
q.Ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN/m kN/m kN/m kN/m kN/m % % % % % %
Input: Steel grade S235, bs = b - 20mm Type 2 Extra lamellaType 1 Type 3Modified
GL28h 9 90 495 10 0 307 9.50 2.32 2.42 9.84 9.83 37.6 54.4 279 259GL28h 9 90 495 10 20 307 9.50 2.32 2.42 9.84 9.83 37.6 54.4 279 218GL28h 9 90 495 20 0 256 9.50 2.32 2.42 9.80 9.68 62.3 83.6 264 242GL28h 9 90 495 20 20 320 9.50 2.32 2.42 9.80 9.68 62.3 83.6 273 242GL28h 9 90 495 30 0 199 9.50 2.32 2.42 9.71 9.54 79.8 102 246 227GL28h 9 90 495 30 20 248 9.50 2.32 2.42 9.71 9.54 79.8 102 251 227GL28h 10 90 495 10 0 307 8.55 1.71 1.78 8.85 8.84 38.0 55.0 307 283GL28h 10 90 495 10 20 307 8.55 1.71 1.78 8.85 8.84 38.0 55.0 307 237GL28h 10 90 495 20 0 255 8.55 1.71 1.78 8.82 8.71 63.0 84.7 304 274GL28h 10 90 495 20 20 319 8.55 1.71 1.78 8.82 8.71 63.0 84.7 307 274GL28h 10 90 495 30 0 211 8.55 1.71 1.78 8.74 8.58 80.8 103 283 255GL28h 10 90 495 30 20 264 8.55 1.71 1.78 8.74 8.58 80.8 103 279 255GL28h 11 90 495 10 0 307 7.78 1.29 1.34 8.05 8.04 38.3 55.4 335 307GL28h 11 90 495 10 20 307 7.78 1.29 1.34 8.05 8.04 38.3 55.4 335 257GL28h 11 90 495 20 0 257 7.78 1.29 1.34 8.02 7.92 63.6 85.5 344 306GL28h 11 90 495 20 20 321 7.78 1.29 1.34 8.02 7.92 63.6 85.5 341 306GL28h 11 90 495 30 0 240 7.78 1.29 1.34 7.95 7.80 81.6 105 318 282GL28h 11 90 495 30 20 299 7.78 1.29 1.34 7.95 7.80 81.6 105 307 282GL28h 4 115 225 10 0 137 12.4 3.17 3.30 11.7 11.4 37.4 49.5 190 167 69.9 164GL28h 4 115 225 10 20 171 12.4 3.17 3.30 11.7 11.4 37.4 49.5 179 167 69.9 164GL28h 4 115 225 20 0 134 12.4 3.17 3.30 11.3 11.0 55.1 67.3 163 144 69.9 164GL28h 4 115 225 20 20 168 12.4 3.17 3.30 11.3 11.0 55.1 67.3 145 144 69.9 164GL28h 4 115 225 30 0 133 12.4 3.17 3.30 11.2 11.0 66.8 78.8 150 135 69.9 164GL28h 4 115 225 30 20 166 12.4 3.17 3.30 11.2 11.0 66.8 78.8 127 136 69.9 164GL28h 5 115 225 10 0 169 9.94 1.65 1.72 9.33 9.09 38.2 50.6 252 216 70.9 168GL28h 5 115 225 10 20 211 9.94 1.65 1.72 9.33 9.09 38.2 50.6 234 208 70.9 168GL28h 5 115 225 20 0 172 9.94 1.65 1.72 9.04 8.82 56.3 68.9 211 179 70.9 168GL28h 5 115 225 20 20 215 9.94 1.65 1.72 9.04 8.82 56.3 68.9 181 174 70.9 168GL28h 5 115 225 30 0 174 9.94 1.65 1.72 8.95 8.82 68.4 80.9 189 163 70.9 168GL28h 5 115 225 30 20 217 9.94 1.65 1.72 8.95 8.82 68.4 80.9 152 160 70.9 168GL28h 6 115 225 10 0 189 8.28 0.96 1.00 7.77 7.58 38.6 51.2 314 264 71.5 170GL28h 6 115 225 10 20 236 8.28 0.96 1.00 7.77 7.58 38.6 51.2 298 241 71.5 170GL28h 6 115 225 20 0 195 8.28 0.96 1.00 7.53 7.35 57.0 69.9 258 213 71.5 170GL28h 6 115 225 20 20 244 8.28 0.96 1.00 7.53 7.35 57.0 69.9 235 197 71.5 170GL28h 6 115 225 30 0 198 8.28 0.96 1.00 7.46 7.35 69.3 82.1 227 189 71.5 170GL28h 6 115 225 30 20 248 8.28 0.96 1.00 7.46 7.35 69.3 82.1 200 178 71.5 170GL28h 7 115 225 10 0 202 7.10 0.608 0.633 6.66 6.50 38.8 51.5 374 312 71.8 171GL28h 7 115 225 10 20 253 7.10 0.608 0.633 6.66 6.50 38.8 51.5 362 273 71.8 171GL28h 7 115 225 20 0 210 7.10 0.608 0.633 6.45 6.30 57.5 70.4 303 246 71.8 171GL28h 7 115 225 20 20 263 7.10 0.608 0.633 6.45 6.30 57.5 70.4 289 219 71.8 171GL28h 7 115 225 30 0 215 7.10 0.608 0.633 6.39 6.30 69.8 82.8 264 215 71.8 171GL28h 7 115 225 30 20 263 7.10 0.608 0.633 6.39 6.30 69.8 82.8 248 195 71.8 171GL28h 4 115 270 10 0 157 14.9 5.39 5.61 14.4 14.1 39.9 53.7 168 155 55.7 127GL28h 4 115 270 10 20 196 14.9 5.39 5.61 14.4 14.1 39.9 53.7 174 155 55.7 127GL28h 4 115 270 20 0 102 14.9 5.39 5.61 14.0 13.7 59.9 74.3 149 139 55.7 127GL28h 4 115 270 20 20 127 14.9 5.39 5.61 14.0 13.7 59.9 74.3 151 139 55.7 127GL28h 4 115 270 30 0 79.0 14.9 5.39 5.61 13.9 13.6 72.7 86.5 141 134 55.7 127GL28h 4 115 270 30 20 98.0 14.9 5.39 5.61 13.9 13.6 72.7 86.5 140 134 55.7 127
Appendix B, Result data Uniformly distributed load
B-25
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Beam grade L b h ts Red P.pre v.Ed
q.Ed inst
q.Ed fin
v.Ed inst
v.Ed fin
q.Ed inst
q.Ed fin
q.Ed inst
q.Ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN/m kN/m kN/m kN/m kN/m % % % % % %
Input: Steel grade S235, bs = b - 20mm Type 2 Extra lamellaType 1 Type 3Modified
GL28h 5 115 270 10 0 162 11.9 2.81 2.93 11.6 11.3 41.1 55.4 229 204 56.7 131GL28h 5 115 270 10 20 203 11.9 2.81 2.93 11.6 11.3 41.1 55.4 223 204 56.7 131GL28h 5 115 270 20 0 159 11.9 2.81 2.93 11.2 11.0 61.9 77.0 199 177 56.7 131GL28h 5 115 270 20 20 199 11.9 2.81 2.93 11.2 11.0 61.9 77.0 184 177 56.7 131GL28h 5 115 270 30 0 157 11.9 2.81 2.93 11.1 10.9 75.3 89.9 183 164 56.7 131GL28h 5 115 270 30 20 196 11.9 2.81 2.93 11.1 10.9 75.3 89.9 163 164 56.7 131GL28h 6 115 270 10 0 192 9.94 1.65 1.72 9.63 9.43 41.7 56.4 290 253 57.3 132GL28h 6 115 270 10 20 240 9.94 1.65 1.72 9.63 9.43 41.7 56.4 279 242 57.3 132GL28h 6 115 270 20 0 196 9.94 1.65 1.72 9.36 9.15 63.1 78.6 247 213 57.3 132GL28h 6 115 270 20 20 245 9.94 1.65 1.72 9.36 9.15 63.1 78.6 220 210 57.3 132GL28h 6 115 270 30 0 197 9.94 1.65 1.72 9.24 9.06 76.8 91.8 223 193 57.3 132GL28h 6 115 270 30 20 246 9.94 1.65 1.72 9.24 9.06 76.8 91.8 186 192 57.3 132GL28h 7 115 270 10 0 213 8.52 1.04 1.09 8.25 8.08 42.1 57.0 349 300 57.7 134GL28h 7 115 270 10 20 266 8.52 1.04 1.09 8.25 8.08 42.1 57.0 336 279 57.7 134GL28h 7 115 270 20 0 220 8.52 1.04 1.09 8.03 7.84 63.8 79.5 294 247 57.7 134GL28h 7 115 270 20 20 275 8.52 1.04 1.09 8.03 7.84 63.8 79.5 271 233 57.7 134GL28h 7 115 270 30 0 223 8.52 1.04 1.09 7.92 7.77 77.7 93.0 262 221 57.7 134GL28h 7 115 270 30 20 279 8.52 1.04 1.09 7.92 7.77 77.7 93.0 232 210 57.7 134GL28h 8 115 270 10 0 228 7.45 0.703 0.732 7.22 7.07 42.4 57.4 409 348 58.0 134GL28h 8 115 270 10 20 284 7.45 0.703 0.732 7.22 7.07 42.4 57.4 396 312 58.0 134GL28h 8 115 270 20 0 237 7.45 0.703 0.732 7.02 6.86 64.2 80.2 341 282 58.0 134GL28h 8 115 270 20 20 296 7.45 0.703 0.732 7.02 6.86 64.2 80.2 322 256 58.0 134GL28h 8 115 270 30 0 242 7.45 0.703 0.732 6.93 6.80 78.3 93.8 300 248 58.0 134GL28h 8 115 270 30 20 303 7.45 0.703 0.732 6.93 6.80 78.3 93.8 277 228 58.0 134GL28h 4 115 315 10 0 207 17.4 8.39 8.74 17.2 17.0 40.0 54.6 145 136 46.0 103GL28h 4 115 315 10 20 259 17.4 8.39 8.74 17.2 17.0 40.0 54.6 156 136 46.0 103GL28h 4 115 315 20 0 139 17.4 8.39 8.74 16.8 16.5 61.1 76.8 129 127 46.0 103GL28h 4 115 315 20 20 174 17.4 8.39 8.74 16.8 16.5 61.1 76.8 142 126 46.0 103GL28h 4 115 315 30 0 103 17.4 8.39 8.74 16.6 16.3 74.5 89.5 124 124 46.0 103GL28h 4 115 315 30 20 129 17.4 8.39 8.74 16.6 16.3 74.5 89.5 136 124 46.0 103GL28h 5 115 315 10 0 208 13.9 4.41 4.60 13.8 13.6 41.5 56.9 202 185 47.1 106GL28h 5 115 315 10 20 260 13.9 4.41 4.60 13.8 13.6 41.5 56.9 209 185 47.1 106GL28h 5 115 315 20 0 139 13.9 4.41 4.60 13.5 13.2 63.8 80.6 180 166 47.1 106GL28h 5 115 315 20 20 173 13.9 4.41 4.60 13.5 13.2 63.8 80.6 182 166 47.1 106GL28h 5 115 315 30 0 113 13.9 4.41 4.60 13.3 13.0 78.2 94.3 169 158 47.1 106GL28h 5 115 315 30 20 141 13.9 4.41 4.60 13.3 13.0 78.2 94.3 168 158 47.1 106GL28h 6 115 315 10 0 207 11.6 2.59 2.70 11.5 11.3 42.4 58.3 259 233 47.7 108GL28h 6 115 315 10 20 259 11.6 2.59 2.70 11.5 11.3 42.4 58.3 258 233 47.7 108GL28h 6 115 315 20 0 183 11.6 2.59 2.70 11.2 11.0 65.4 82.8 228 203 47.7 108GL28h 6 115 315 20 20 229 11.6 2.59 2.70 11.2 11.0 65.4 82.8 217 203 47.7 108GL28h 6 115 315 30 0 180 11.6 2.59 2.70 11.1 10.8 80.3 97.1 210 188 47.7 108GL28h 6 115 315 30 20 225 11.6 2.59 2.70 11.1 10.8 80.3 97.1 193 188 47.7 108GL28h 7 115 315 10 0 215 9.94 1.65 1.72 9.85 9.69 43.0 59.1 317 280 48.1 109GL28h 7 115 315 10 20 268 9.94 1.65 1.72 9.85 9.69 43.0 59.1 314 264 48.1 109GL28h 7 115 315 20 0 219 9.94 1.65 1.72 9.63 9.42 66.4 84.2 275 239 48.1 109GL28h 7 115 315 20 20 273 9.94 1.65 1.72 9.63 9.42 66.4 84.2 251 238 48.1 109GL28h 7 115 315 30 0 220 9.94 1.65 1.72 9.49 9.29 81.7 98.9 249 217 48.1 109GL28h 7 115 315 30 20 274 9.94 1.65 1.72 9.49 9.29 81.7 98.9 216 217 48.1 109
Appendix B, Result data Uniformly distributed load
B-26
![Page 73: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/73.jpg)
Beam grade L b h ts Red P.pre v.Ed
q.Ed inst
q.Ed fin
v.Ed inst
v.Ed fin
q.Ed inst
q.Ed fin
q.Ed inst
q.Ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN/m kN/m kN/m kN/m kN/m % % % % % %
Input: Steel grade S235, bs = b - 20mm Type 2 Extra lamellaType 1 Type 3Modified
GL28h 8 115 315 10 0 236 8.69 1.11 1.16 8.62 8.48 43.4 59.7 373 326 48.4 110GL28h 8 115 315 10 20 294 8.69 1.11 1.16 8.62 8.48 43.4 59.7 368 299 48.4 110GL28h 8 115 315 20 0 244 8.69 1.11 1.16 8.42 8.24 67.1 85.2 321 273 48.4 110GL28h 8 115 315 20 20 304 8.69 1.11 1.16 8.42 8.24 67.1 85.2 298 262 48.4 110GL28h 8 115 315 30 0 247 8.69 1.11 1.16 8.30 8.13 82.6 100 288 245 48.4 110GL28h 8 115 315 30 20 309 8.69 1.11 1.16 8.30 8.13 82.6 100 257 237 48.4 110GL28h 9 115 315 10 0 251 7.73 0.783 0.815 7.66 7.54 43.6 60.1 430 372 48.6 110GL28h 9 115 315 10 20 314 7.73 0.783 0.815 7.66 7.54 43.6 60.1 421 337 48.6 110GL28h 9 115 315 20 0 262 7.73 0.783 0.815 7.49 7.32 67.6 85.8 366 308 48.6 110GL28h 9 115 315 20 20 328 7.73 0.783 0.815 7.49 7.32 67.6 85.8 346 285 48.6 110GL28h 9 115 315 30 0 267 7.73 0.783 0.815 7.38 7.23 83.2 101 326 273 48.6 110GL28h 9 115 315 30 20 334 7.73 0.783 0.815 7.38 7.23 83.2 101 300 255 48.6 110GL28h 4 115 360 10 0 262 19.9 12.2 12.7 20.0 19.8 38.8 53.5 137 119 38.9 85.4GL28h 4 115 360 10 20 327 19.9 12.2 12.7 20.0 19.8 38.8 53.5 139 119 38.9 85.4GL28h 4 115 360 20 0 178 19.9 12.2 12.7 19.7 19.3 60.1 76.3 118 110 38.9 85.4GL28h 4 115 360 20 20 223 19.9 12.2 12.7 19.7 19.3 60.1 76.3 125 110 38.9 85.4GL28h 4 115 360 30 0 135 19.9 12.2 12.7 19.4 19.0 73.8 89.4 110 108 38.9 85.4GL28h 4 115 360 30 20 168 19.9 12.2 12.7 19.4 19.0 73.8 89.4 118 108 38.9 85.4GL28h 5 115 360 10 0 262 15.9 6.49 6.76 16.0 15.8 40.7 56.4 180 165 40.0 88.6GL28h 5 115 360 10 20 327 15.9 6.49 6.76 16.0 15.8 40.7 56.4 189 165 40.0 88.6GL28h 5 115 360 20 0 178 15.9 6.49 6.76 15.7 15.4 63.5 81.2 157 151 40.0 88.6GL28h 5 115 360 20 20 223 15.9 6.49 6.76 15.7 15.4 63.5 81.2 170 151 40.0 88.6GL28h 5 115 360 30 0 135 15.9 6.49 6.76 15.5 15.2 78.4 95.6 150 146 40.0 88.6GL28h 5 115 360 30 20 169 15.9 6.49 6.76 15.5 15.2 78.4 95.6 161 146 40.0 88.6GL28h 6 115 360 10 0 261 13.2 3.83 3.99 13.3 13.2 41.8 58.2 229 211 40.7 90.5GL28h 6 115 360 10 20 326 13.2 3.83 3.99 13.3 13.2 41.8 58.2 239 211 40.7 90.5GL28h 6 115 360 20 0 178 13.2 3.83 3.99 13.1 12.8 65.6 84.1 205 189 40.7 90.5GL28h 6 115 360 20 20 223 13.2 3.83 3.99 13.1 12.8 65.6 84.1 209 189 40.7 90.5GL28h 6 115 360 30 0 142 13.2 3.83 3.99 12.9 12.7 81.2 99.3 192 178 40.7 90.5GL28h 6 115 360 30 20 177 13.2 3.83 3.99 12.9 12.7 81.2 99.3 192 178 40.7 90.5GL28h 7 115 360 10 0 262 11.4 2.44 2.54 11.4 11.3 42.5 59.3 283 256 41.1 91.7GL28h 7 115 360 10 20 327 11.4 2.44 2.54 11.4 11.3 42.5 59.3 286 256 41.1 91.7GL28h 7 115 360 20 0 206 11.4 2.44 2.54 11.2 11.0 66.9 86.0 251 225 41.1 91.7GL28h 7 115 360 20 20 258 11.4 2.44 2.54 11.2 11.0 66.9 86.0 244 225 41.1 91.7GL28h 7 115 360 30 0 202 11.4 2.44 2.54 11.1 10.8 83.0 102 232 208 41.1 91.7GL28h 7 115 360 30 20 253 11.4 2.44 2.54 11.1 10.8 83.0 102 218 208 41.1 91.7GL28h 8 115 360 10 0 261 9.94 1.65 1.72 10.0 9.89 43.0 60.0 338 301 41.4 92.6GL28h 8 115 360 10 20 326 9.94 1.65 1.72 10.0 9.89 43.0 60.0 340 278 41.4 92.6GL28h 8 115 360 20 0 241 9.94 1.65 1.72 9.83 9.64 67.8 87.3 296 259 41.4 92.6GL28h 8 115 360 20 20 301 9.94 1.65 1.72 9.83 9.64 67.8 87.3 278 259 41.4 92.6GL28h 8 115 360 30 0 242 9.94 1.65 1.72 9.70 9.49 84.2 103 270 237 41.4 92.6GL28h 8 115 360 30 20 302 9.94 1.65 1.72 9.70 9.49 84.2 103 243 237 41.4 92.6GL28h 9 115 360 10 0 261 8.83 1.16 1.21 8.90 8.79 43.4 60.6 391 345 41.6 93.1GL28h 9 115 360 10 20 326 8.83 1.16 1.21 8.90 8.79 43.4 60.6 391 311 41.6 93.1GL28h 9 115 360 20 0 266 8.83 1.16 1.21 8.74 8.57 68.4 88.1 341 294 41.6 93.1GL28h 9 115 360 20 20 333 8.83 1.16 1.21 8.74 8.57 68.4 88.1 321 285 41.6 93.1GL28h 9 115 360 30 0 270 8.83 1.16 1.21 8.62 8.44 85.0 104 308 265 41.6 93.1GL28h 9 115 360 30 20 337 8.83 1.16 1.21 8.62 8.44 85.0 104 278 259 41.6 93.1
Appendix B, Result data Uniformly distributed load
B-27
![Page 74: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/74.jpg)
Beam grade L b h ts Red P.pre v.Ed
q.Ed inst
q.Ed fin
v.Ed inst
v.Ed fin
q.Ed inst
q.Ed fin
q.Ed inst
q.Ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN/m kN/m kN/m kN/m kN/m % % % % % %
Input: Steel grade S235, bs = b - 20mm Type 2 Extra lamellaType 1 Type 3Modified
GL28h 4 115 405 10 0 320 22.4 17.0 17.7 22.8 22.6 36.9 51.3 123 106 33.5 72.6GL28h 4 115 405 10 20 400 22.4 17.0 17.7 22.8 22.6 36.9 51.3 126 106 33.5 72.6GL28h 4 115 405 20 0 222 22.4 17.0 17.7 22.5 22.1 57.8 71.4 108 95.6 33.5 72.6GL28h 4 115 405 20 20 277 22.4 17.0 17.7 22.5 22.1 57.8 71.4 111 95.6 33.5 72.6GL28h 4 115 405 30 0 169 22.4 17.0 17.7 22.2 21.8 71.4 78.1 103 92.9 33.5 72.6GL28h 4 115 405 30 20 211 22.4 17.0 17.7 22.2 21.8 71.4 78.1 105 92.9 33.5 72.6GL28h 5 115 405 10 0 321 17.9 9.09 9.46 18.2 18.1 39.2 54.8 167 147 34.7 75.8GL28h 5 115 405 10 20 401 17.9 9.09 9.46 18.2 18.1 39.2 54.8 170 147 34.7 75.8GL28h 5 115 405 20 0 222 17.9 9.09 9.46 18.0 17.7 61.9 80.0 140 134 34.7 75.8GL28h 5 115 405 20 20 277 17.9 9.09 9.46 18.0 17.7 61.9 80.0 152 134 34.7 75.8GL28h 5 115 405 30 0 169 17.9 9.09 9.46 17.8 17.4 77.0 94.7 127 131 34.7 75.8GL28h 5 115 405 30 20 211 17.9 9.09 9.46 17.8 17.4 77.0 94.7 140 131 34.7 75.8GL28h 6 115 405 10 0 320 14.9 5.39 5.61 15.2 15.1 40.5 56.9 213 189 35.4 77.7GL28h 6 115 405 10 20 400 14.9 5.39 5.61 15.2 15.1 40.5 56.9 216 189 35.4 77.7GL28h 6 115 405 20 0 221 14.9 5.39 5.61 15.0 14.7 64.4 83.6 182 173 35.4 77.7GL28h 6 115 405 20 20 276 14.9 5.39 5.61 15.0 14.7 64.4 83.6 194 173 35.4 77.7GL28h 6 115 405 30 0 168 14.9 5.39 5.61 14.8 14.5 80.4 99.4 172 165 35.4 77.7GL28h 6 115 405 30 20 210 14.9 5.39 5.61 14.8 14.5 80.4 99.4 182 165 35.4 77.7GL28h 7 115 405 10 0 321 12.8 3.44 3.59 13.0 12.9 41.4 58.3 252 232 35.9 78.9GL28h 7 115 405 10 20 401 12.8 3.44 3.59 13.0 12.9 41.4 58.3 264 232 35.9 78.9GL28h 7 115 405 20 0 221 12.8 3.44 3.59 12.9 12.6 66.0 85.9 227 208 35.9 78.9GL28h 7 115 405 20 20 277 12.8 3.44 3.59 12.9 12.6 66.0 85.9 232 208 35.9 78.9GL28h 7 115 405 30 0 169 12.8 3.44 3.59 12.7 12.4 82.6 102 212 196 35.9 78.9GL28h 7 115 405 30 20 211 12.8 3.44 3.59 12.7 12.4 82.6 102 213 196 35.9 78.9GL28h 8 115 405 10 0 320 11.2 2.33 2.43 11.4 11.3 42.0 59.2 303 275 36.2 79.7GL28h 8 115 405 10 20 400 11.2 2.33 2.43 11.4 11.3 42.0 59.2 311 262 36.2 79.7GL28h 8 115 405 20 0 229 11.2 2.33 2.43 11.2 11.0 67.1 87.5 271 243 36.2 79.7GL28h 8 115 405 20 20 286 11.2 2.33 2.43 11.2 11.0 67.1 87.5 267 243 36.2 79.7GL28h 8 115 405 30 0 225 11.2 2.33 2.43 11.1 10.9 84.1 104 250 225 36.2 79.7GL28h 8 115 405 30 20 281 11.2 2.33 2.43 11.1 10.9 84.1 104 240 225 36.2 79.7GL28h 9 115 405 10 0 319 9.94 1.65 1.72 10.1 10.0 42.4 59.9 354 317 36.4 80.3GL28h 9 115 405 10 20 399 9.94 1.65 1.72 10.1 10.0 42.4 59.9 360 287 36.4 80.3GL28h 9 115 405 20 0 263 9.94 1.65 1.72 10.0 9.82 67.9 88.6 314 276 36.4 80.3GL28h 9 115 405 20 20 329 9.94 1.65 1.72 10.0 9.82 67.9 88.6 301 276 36.4 80.3GL28h 9 115 405 30 0 263 9.94 1.65 1.72 9.87 9.67 85.1 106 287 253 36.4 80.3GL28h 9 115 405 30 20 329 9.94 1.65 1.72 9.87 9.67 85.1 106 266 253 36.4 80.3GL28h 4 115 450 10 0 384 24.8 22.7 23.6 25.5 25.4 34.8 46.0 113 95.7 29.3GL28h 4 115 450 10 20 418 24.8 22.7 23.6 25.5 25.4 34.8 46.0 114 94.8 29.3GL28h 4 115 450 20 0 267 24.8 22.7 23.6 25.3 24.9 54.9 58.1 97.3 84.5 29.3GL28h 4 115 450 20 20 334 24.8 22.7 23.6 25.3 24.9 54.9 58.1 99.8 84.5 29.3GL28h 4 115 450 30 0 207 24.8 22.7 23.6 25.0 24.5 63.4 64.7 91.2 81.1 29.3GL28h 4 115 450 30 20 259 24.8 22.7 23.6 25.0 24.5 63.4 64.7 93.2 81.1 29.3GL28h 5 115 450 10 0 383 19.9 12.2 12.7 20.4 20.3 37.3 52.6 153 132 30.5GL28h 5 115 450 10 20 418 19.9 12.2 12.7 20.4 20.3 37.3 52.6 154 131 30.5GL28h 5 115 450 20 0 267 19.9 12.2 12.7 20.3 19.9 59.6 77.6 134 119 30.5GL28h 5 115 450 20 20 334 19.9 12.2 12.7 20.3 19.9 59.6 77.6 137 119 30.5GL28h 5 115 450 30 0 205 19.9 12.2 12.7 20.0 19.6 74.5 92.5 126 115 30.5GL28h 5 115 450 30 20 257 19.9 12.2 12.7 20.0 19.6 74.5 92.5 129 115 30.5
Appendix B, Result data Uniformly distributed load
B-28
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Beam grade L b h ts Red P.pre v.Ed
q.Ed inst
q.Ed fin
v.Ed inst
v.Ed fin
q.Ed inst
q.Ed fin
q.Ed inst
q.Ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN/m kN/m kN/m kN/m kN/m % % % % % %
Input: Steel grade S235, bs = b - 20mm Type 2 Extra lamellaType 1 Type 3Modified
GL28h 6 115 450 10 0 383 16.6 7.29 7.60 17.0 16.9 38.9 55.1 194 171 31.2GL28h 6 115 450 10 20 418 16.6 7.29 7.60 17.0 16.9 38.9 55.1 196 169 31.2GL28h 6 115 450 20 0 267 16.6 7.29 7.60 16.9 16.6 62.5 81.8 162 155 31.2GL28h 6 115 450 20 20 333 16.6 7.29 7.60 16.9 16.6 62.5 81.8 176 155 31.2GL28h 6 115 450 30 0 206 16.6 7.29 7.60 16.7 16.4 78.5 97.9 150 150 31.2GL28h 6 115 450 30 20 257 16.6 7.29 7.60 16.7 16.4 78.5 97.9 167 150 31.2GL28h 7 115 450 10 0 384 14.2 4.68 4.87 14.6 14.5 39.9 56.6 237 210 31.7GL28h 7 115 450 10 20 418 14.2 4.68 4.87 14.6 14.5 39.9 56.6 240 208 31.7GL28h 7 115 450 20 0 267 14.2 4.68 4.87 14.5 14.2 64.4 84.6 203 191 31.7GL28h 7 115 450 20 20 334 14.2 4.68 4.87 14.5 14.2 64.4 84.6 216 191 31.7GL28h 7 115 450 30 0 207 14.2 4.68 4.87 14.3 14.0 81.1 102 191 182 31.7GL28h 7 115 450 30 20 259 14.2 4.68 4.87 14.3 14.0 81.1 102 202 182 31.7GL28h 8 115 450 10 0 382 12.4 3.17 3.30 12.8 12.7 40.5 57.7 277 250 32.0GL28h 8 115 450 10 20 418 12.4 3.17 3.30 12.8 12.7 40.5 57.7 283 232 32.0GL28h 8 115 450 20 0 266 12.4 3.17 3.30 12.7 12.5 65.7 86.5 246 225 32.0GL28h 8 115 450 20 20 333 12.4 3.17 3.30 12.7 12.5 65.7 86.5 252 225 32.0GL28h 8 115 450 30 0 205 12.4 3.17 3.30 12.5 12.3 82.9 104 229 211 32.0GL28h 8 115 450 30 20 257 12.4 3.17 3.30 12.5 12.3 82.9 104 231 211 32.0GL28h 9 115 450 10 0 382 11.0 2.25 2.34 11.4 11.3 41.0 58.5 319 291 32.2GL28h 9 115 450 10 20 418 11.0 2.25 2.34 11.4 11.3 41.0 58.5 328 255 32.2GL28h 9 115 450 20 0 267 11.0 2.25 2.34 11.3 11.1 66.6 87.8 287 258 32.2GL28h 9 115 450 20 20 333 11.0 2.25 2.34 11.3 11.1 66.6 87.8 286 258 32.2GL28h 9 115 450 30 0 247 11.0 2.25 2.34 11.1 10.9 84.2 106 266 239 32.2GL28h 9 115 450 30 20 308 11.0 2.25 2.34 11.1 10.9 84.2 106 259 239 32.2GL28h 4 115 495 10 0 418 27.3 29.3 30.6 28.3 28.2 32.5 35.4 103 87.2GL28h 4 115 495 10 20 418 27.3 29.3 30.6 28.3 28.2 32.5 35.4 103 84.1GL28h 4 115 495 20 0 316 27.3 29.3 30.6 28.2 27.8 44.7 47.3 88.7 75.6GL28h 4 115 495 20 20 395 27.3 29.3 30.6 28.2 27.8 44.7 47.3 91.1 75.6GL28h 4 115 495 30 0 246 27.3 29.3 30.6 27.9 27.4 52.1 53.8 82.0 71.8GL28h 4 115 495 30 20 307 27.3 29.3 30.6 27.9 27.4 52.1 53.8 84.1 71.8GL28h 5 115 495 10 0 418 21.9 16.0 16.6 22.6 22.6 35.3 50.1 139 120GL28h 5 115 495 10 20 418 21.9 16.0 16.6 22.6 22.6 35.3 50.1 139 116GL28h 5 115 495 20 0 316 21.9 16.0 16.6 22.5 22.2 56.9 73.2 122 106GL28h 5 115 495 20 20 395 21.9 16.0 16.6 22.5 22.2 56.9 73.2 125 106GL28h 5 115 495 30 0 247 21.9 16.0 16.6 22.3 21.9 71.5 80.9 114 102GL28h 5 115 495 30 20 308 21.9 16.0 16.6 22.3 21.9 71.5 80.9 116 102GL28h 6 115 495 10 0 418 18.2 9.57 10.0 18.9 18.8 37.0 52.8 176 155GL28h 6 115 495 10 20 418 18.2 9.57 10.0 18.9 18.8 37.0 52.8 176 151GL28h 6 115 495 20 0 317 18.2 9.57 10.0 18.8 18.5 60.1 79.3 157 139GL28h 6 115 495 20 20 396 18.2 9.57 10.0 18.8 18.5 60.1 79.3 160 139GL28h 6 115 495 30 0 246 18.2 9.57 10.0 18.6 18.2 76.0 95.5 142 134GL28h 6 115 495 30 20 307 18.2 9.57 10.0 18.6 18.2 76.0 95.5 151 134GL28h 7 115 495 10 0 418 15.6 6.16 6.42 16.2 16.1 38.1 54.6 216 191GL28h 7 115 495 10 20 418 15.6 6.16 6.42 16.2 16.1 38.1 54.6 216 186GL28h 7 115 495 20 0 316 15.6 6.16 6.42 16.1 15.9 62.2 82.5 183 173GL28h 7 115 495 20 20 395 15.6 6.16 6.42 16.1 15.9 62.2 82.5 197 173GL28h 7 115 495 30 0 247 15.6 6.16 6.42 15.9 15.6 78.9 99.7 170 167GL28h 7 115 495 30 20 308 15.6 6.16 6.42 15.9 15.6 78.9 99.7 186 167
Appendix B, Result data Uniformly distributed load
B-29
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Beam grade L b h ts Red P.pre v.Ed
q.Ed inst
q.Ed fin
v.Ed inst
v.Ed fin
q.Ed inst
q.Ed fin
q.Ed inst
q.Ed fin 1x45 2x45
UNIT: m mm mm mm % kN kN/m kN/m kN/m kN/m kN/m % % % % % %
Input: Steel grade S235, bs = b - 20mm Type 2 Extra lamellaType 1 Type 3Modified
GL28h 8 115 495 10 0 418 13.7 4.19 4.36 14.1 14.1 38.9 55.8 255 228GL28h 8 115 495 10 20 418 13.7 4.19 4.36 14.1 14.1 38.9 55.8 255 207GL28h 8 115 495 20 0 315 13.7 4.19 4.36 14.1 13.9 63.7 84.7 221 207GL28h 8 115 495 20 20 393 13.7 4.19 4.36 14.1 13.9 63.7 84.7 234 207GL28h 8 115 495 30 0 245 13.7 4.19 4.36 13.9 13.7 81.0 103 208 196GL28h 8 115 495 30 20 306 13.7 4.19 4.36 13.9 13.7 81.0 103 219 196GL28h 9 115 495 10 0 418 12.1 2.97 3.09 12.6 12.5 39.5 56.7 293 265GL28h 9 115 495 10 20 418 12.1 2.97 3.09 12.6 12.5 39.5 56.7 293 228GL28h 9 115 495 20 0 315 12.1 2.97 3.09 12.5 12.3 64.8 86.3 261 239GL28h 9 115 495 20 20 393 12.1 2.97 3.09 12.5 12.3 64.8 86.3 269 240GL28h 9 115 495 30 0 244 12.1 2.97 3.09 12.4 12.2 82.5 105 244 225GL28h 9 115 495 30 20 305 12.1 2.97 3.09 12.4 12.2 82.5 105 248 225
Appendix B, Result data Uniformly distributed load
B-30
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Beam grade L b h ts
W.b inst
W.t inst
W.b fin
W.t fin
V.Ed inst
V.Ed fin
P.Ed inst
P.Ed fin
ω inst
ω fin
ω inst max
ω fin max
UNIT: m mm mm mm mm³ E+6
mm³ E+6
mm³ E+6
mm³ E+6
kN kN kN kN mm mm mm mm
GL24h 2 65 225 0 0.548 0.548 0.548 0.548 25.3 25.3 13.9 13.9 3.90 6.23 4.00 6.67GL24h 2.5 65 225 0 0.548 0.548 0.548 0.548 25.3 25.3 9.72 10.1 5.00 8.33 5.00 8.33GL24h 3 65 225 0 0.548 0.548 0.548 0.548 25.3 25.3 7.00 7.29 6.00 10.0 6.00 10.0GL24h 3.5 65 225 0 0.548 0.548 0.548 0.548 25.3 25.3 5.26 5.48 7.00 11.7 7.00 11.7GL24h 4 65 225 0 0.548 0.548 0.548 0.548 25.3 25.3 4.09 4.26 8.00 13.3 8.00 13.3GL24h 4.5 65 225 0 0.548 0.548 0.548 0.548 25.3 25.3 3.26 3.40 9.00 15.0 9.00 15.0GL24h 5 65 225 0 0.548 0.548 0.548 0.548 25.3 25.3 2.66 2.77 10.0 16.7 10.0 16.7GL24h 5.5 65 225 0 0.548 0.548 0.548 0.548 25.3 25.3 2.21 2.30 11.0 18.3 11.0 18.3GL24h 2 65 270 0 0.790 0.790 0.790 0.790 30.3 30.3 19.7 19.7 3.44 5.50 4.00 6.67GL24h 2.5 65 270 0 0.790 0.790 0.790 0.790 30.3 30.3 15.8 15.8 4.93 7.89 5.00 8.33GL24h 3 65 270 0 0.790 0.790 0.790 0.790 30.3 30.3 11.7 12.2 6.00 10.0 6.00 10.0GL24h 3.5 65 270 0 0.790 0.790 0.790 0.790 30.3 30.3 8.84 9.21 7.00 11.7 7.00 11.7GL24h 4 65 270 0 0.790 0.790 0.790 0.790 30.3 30.3 6.91 7.20 8.00 13.3 8.00 13.3GL24h 4.5 65 270 0 0.790 0.790 0.790 0.790 30.3 30.3 5.54 5.77 9.00 15.0 9.00 15.0GL24h 5 65 270 0 0.790 0.790 0.790 0.790 30.3 30.3 4.54 4.73 10.0 16.7 10.0 16.7GL24h 5.5 65 270 0 0.790 0.790 0.790 0.790 30.3 30.3 3.78 3.94 11.0 18.3 11.0 18.3GL24h 6 65 270 0 0.790 0.790 0.790 0.790 30.3 30.3 3.19 3.33 12.0 20.0 12.0 20.0GL24h 2 65 315 0 1.07 1.07 1.07 1.07 35.4 35.4 26.4 26.4 3.14 5.02 4.00 6.67GL24h 2.5 65 315 0 1.07 1.07 1.07 1.07 35.4 35.4 21.1 21.1 4.40 7.04 5.00 8.33GL24h 3 65 315 0 1.07 1.07 1.07 1.07 35.4 35.4 17.6 17.6 5.94 9.50 6.00 10.0GL24h 3.5 65 315 0 1.07 1.07 1.07 1.07 35.4 35.4 13.6 14.2 7.00 11.7 7.00 11.7GL24h 4 65 315 0 1.07 1.07 1.07 1.07 35.4 35.4 10.7 11.2 8.00 13.3 8.00 13.3GL24h 4.5 65 315 0 1.07 1.07 1.07 1.07 35.4 35.4 8.63 8.99 9.00 15.0 9.00 15.0GL24h 5 65 315 0 1.07 1.07 1.07 1.07 35.4 35.4 7.09 7.38 10.0 16.7 10.0 16.7GL24h 5.5 65 315 0 1.07 1.07 1.07 1.07 35.4 35.4 5.92 6.17 11.0 18.3 11.0 18.3GL24h 6 65 315 0 1.07 1.07 1.07 1.07 35.4 35.4 5.01 5.22 12.0 20.0 12.0 20.0GL24h 6.5 65 315 0 1.07 1.07 1.07 1.07 35.4 35.4 4.30 4.48 13.0 21.7 13.0 21.7GL24h 7 65 315 0 1.07 1.07 1.07 1.07 35.4 35.4 3.73 3.88 14.0 23.3 14.0 23.3GL28h 4 90 225 0 0.759 0.759 0.759 0.759 38.9 38.9 6.14 6.40 8.00 13.3 8.00 13.3GL28h 5 90 225 0 0.759 0.759 0.759 0.759 38.9 38.9 4.00 4.17 10.0 16.7 10.0 16.7GL28h 6 90 225 0 0.759 0.759 0.759 0.759 38.9 38.9 2.81 2.92 12.0 20.0 12.0 20.0GL28h 7 90 225 0 0.759 0.759 0.759 0.759 38.9 38.9 2.07 2.16 14.0 23.3 14.0 23.3GL28h 4 90 270 0 1.09 1.09 1.09 1.09 46.7 46.7 10.4 10.8 8.00 13.3 8.00 13.3GL28h 5 90 270 0 1.09 1.09 1.09 1.09 46.7 46.7 6.82 7.11 10.0 16.7 10.0 16.7GL28h 6 90 270 0 1.09 1.09 1.09 1.09 46.7 46.7 4.80 5.00 12.0 20.0 12.0 20.0GL28h 7 90 270 0 1.09 1.09 1.09 1.09 46.7 46.7 3.56 3.71 14.0 23.3 14.0 23.3GL28h 8 90 270 0 1.09 1.09 1.09 1.09 46.7 46.7 2.74 2.85 16.0 26.7 16.0 26.7GL28h 4 90 315 0 1.49 1.49 1.49 1.49 54.4 54.4 16.1 16.8 8.00 13.3 8.00 13.3GL28h 5 90 315 0 1.49 1.49 1.49 1.49 54.4 54.4 10.7 11.1 10.0 16.7 10.0 16.7GL28h 6 90 315 0 1.49 1.49 1.49 1.49 54.4 54.4 7.54 7.85 12.0 20.0 12.0 20.0GL28h 7 90 315 0 1.49 1.49 1.49 1.49 54.4 54.4 5.60 5.84 14.0 23.3 14.0 23.3GL28h 8 90 315 0 1.49 1.49 1.49 1.49 54.4 54.4 4.32 4.50 16.0 26.7 16.0 26.7GL28h 9 90 315 0 1.49 1.49 1.49 1.49 54.4 54.4 3.43 3.58 18.0 30.0 18.0 30.0GL28h 4 90 360 0 1.94 1.94 1.94 1.94 62.2 62.2 23.4 24.4 8.00 13.3 8.00 13.3GL28h 5 90 360 0 1.94 1.94 1.94 1.94 62.2 62.2 15.6 16.3 10.0 16.7 10.0 16.7GL28h 6 90 360 0 1.94 1.94 1.94 1.94 62.2 62.2 11.1 11.6 12.0 20.0 12.0 20.0GL28h 7 90 360 0 1.94 1.94 1.94 1.94 62.2 62.2 8.28 8.63 14.0 23.3 14.0 23.3
Appendix C, Raw data Point load at midpoint Beam type 1
C-1
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Beam grade L b h ts
W.b inst
W.t inst
W.b fin
W.t fin
V.Ed inst
V.Ed fin
P.Ed inst
P.Ed fin
ω inst
ω fin
ω inst max
ω fin max
UNIT: m mm mm mm mm³ E+6
mm³ E+6
mm³ E+6
mm³ E+6
kN kN kN kN mm mm mm mm
GL28h 8 90 360 0 1.94 1.94 1.94 1.94 62.2 62.2 6.40 6.67 16.0 26.7 16.0 26.7GL28h 9 90 360 0 1.94 1.94 1.94 1.94 62.2 62.2 5.09 5.31 18.0 30.0 18.0 30.0GL28h 10 90 360 0 1.94 1.94 1.94 1.94 62.2 62.2 4.15 4.32 20.0 33.3 20.0 33.3GL28h 11 90 360 0 1.94 1.94 1.94 1.94 62.2 62.2 3.44 3.58 22.0 36.7 22.0 36.7GL28h 4 90 405 0 2.46 2.46 2.46 2.46 70.0 70.0 32.3 33.7 8.00 13.3 8.00 13.3GL28h 5 90 405 0 2.46 2.46 2.46 2.46 70.0 70.0 21.8 22.7 10.0 16.7 10.0 16.7GL28h 6 90 405 0 2.46 2.46 2.46 2.46 70.0 70.0 15.6 16.2 12.0 20.0 12.0 20.0GL28h 7 90 405 0 2.46 2.46 2.46 2.46 70.0 70.0 11.7 12.2 14.0 23.3 14.0 23.3GL28h 8 90 405 0 2.46 2.46 2.46 2.46 70.0 70.0 9.04 9.42 16.0 26.7 16.0 26.7GL28h 9 90 405 0 2.46 2.46 2.46 2.46 70.0 70.0 7.20 7.50 18.0 30.0 18.0 30.0GL28h 10 90 405 0 2.46 2.46 2.46 2.46 70.0 70.0 5.87 6.12 20.0 33.3 20.0 33.3GL28h 11 90 405 0 2.46 2.46 2.46 2.46 70.0 70.0 4.87 5.08 22.0 36.7 22.0 36.7GL28h 4 90 450 0 3.04 3.04 3.04 3.04 77.8 77.8 42.0 42.0 7.84 12.5 8.00 13.3GL28h 5 90 450 0 3.04 3.04 3.04 3.04 77.8 77.8 29.2 30.5 10.0 16.7 10.0 16.7GL28h 6 90 450 0 3.04 3.04 3.04 3.04 77.8 77.8 21.1 21.9 12.0 20.0 12.0 20.0GL28h 7 90 450 0 3.04 3.04 3.04 3.04 77.8 77.8 15.8 16.5 14.0 23.3 14.0 23.3GL28h 8 90 450 0 3.04 3.04 3.04 3.04 77.8 77.8 12.3 12.8 16.0 26.7 16.0 26.7GL28h 9 90 450 0 3.04 3.04 3.04 3.04 77.8 77.8 9.81 10.2 18.0 30.0 18.0 30.0GL28h 10 90 450 0 3.04 3.04 3.04 3.04 77.8 77.8 8.01 8.34 20.0 33.3 20.0 33.3GL28h 11 90 450 0 3.04 3.04 3.04 3.04 77.8 77.8 6.65 6.93 22.0 36.7 22.0 36.7GL28h 4 90 495 0 3.68 3.68 3.68 3.68 85.5 85.5 50.4 50.4 7.31 11.7 8.00 13.3GL28h 5 90 495 0 3.68 3.68 3.68 3.68 85.5 85.5 38.0 39.6 10.0 16.7 10.0 16.7GL28h 6 90 495 0 3.68 3.68 3.68 3.68 85.5 85.5 27.5 28.7 12.0 20.0 12.0 20.0GL28h 7 90 495 0 3.68 3.68 3.68 3.68 85.5 85.5 20.8 21.6 14.0 23.3 14.0 23.3GL28h 8 90 495 0 3.68 3.68 3.68 3.68 85.5 85.5 16.2 16.9 16.0 26.7 16.0 26.7GL28h 9 90 495 0 3.68 3.68 3.68 3.68 85.5 85.5 13.0 13.5 18.0 30.0 18.0 30.0GL28h 10 90 495 0 3.68 3.68 3.68 3.68 85.5 85.5 10.6 11.0 20.0 33.3 20.0 33.3GL28h 11 90 495 0 3.68 3.68 3.68 3.68 85.5 85.5 8.81 9.17 22.0 36.7 22.0 36.7GL28h 4 115 225 0 0.97 0.97 0.97 0.97 49.7 49.7 7.85 8.18 8.00 13.3 8.00 13.3GL28h 5 115 225 0 0.97 0.97 0.97 0.97 49.7 49.7 5.11 5.33 10.0 16.7 10.0 16.7GL28h 6 115 225 0 0.97 0.97 0.97 0.97 49.7 49.7 3.59 3.74 12.0 20.0 12.0 20.0GL28h 7 115 225 0 0.97 0.97 0.97 0.97 49.7 49.7 2.65 2.76 14.0 23.3 14.0 23.3GL28h 4 115 270 0 1.40 1.40 1.40 1.40 59.6 59.6 13.3 13.8 8.00 13.3 8.00 13.3GL28h 5 115 270 0 1.40 1.40 1.40 1.40 59.6 59.6 8.72 9.08 10.0 16.7 10.0 16.7GL28h 6 115 270 0 1.40 1.40 1.40 1.40 59.6 59.6 6.14 6.39 12.0 20.0 12.0 20.0GL28h 7 115 270 0 1.40 1.40 1.40 1.40 59.6 59.6 4.55 4.74 14.0 23.3 14.0 23.3GL28h 8 115 270 0 1.40 1.40 1.40 1.40 59.6 59.6 3.50 3.65 16.0 26.7 16.0 26.7GL28h 4 115 315 0 1.90 1.90 1.90 1.90 69.6 69.6 20.6 21.4 8.00 13.3 8.00 13.3GL28h 5 115 315 0 1.90 1.90 1.90 1.90 69.6 69.6 13.6 14.2 10.0 16.7 10.0 16.7GL28h 6 115 315 0 1.90 1.90 1.90 1.90 69.6 69.6 9.64 10.0 12.0 20.0 12.0 20.0GL28h 7 115 315 0 1.90 1.90 1.90 1.90 69.6 69.6 7.16 7.46 14.0 23.3 14.0 23.3GL28h 8 115 315 0 1.90 1.90 1.90 1.90 69.6 69.6 5.52 5.75 16.0 26.7 16.0 26.7GL28h 9 115 315 0 1.90 1.90 1.90 1.90 69.6 69.6 4.39 4.57 18.0 30.0 18.0 30.0GL28h 4 115 360 0 2.48 2.48 2.48 2.48 79.5 79.5 29.9 31.1 8.00 13.3 8.00 13.3GL28h 5 115 360 0 2.48 2.48 2.48 2.48 79.5 79.5 20.0 20.8 10.0 16.7 10.0 16.7GL28h 6 115 360 0 2.48 2.48 2.48 2.48 79.5 79.5 14.2 14.8 12.0 20.0 12.0 20.0GL28h 7 115 360 0 2.48 2.48 2.48 2.48 79.5 79.5 10.6 11.0 14.0 23.3 14.0 23.3
Appendix C, Raw data Point load at midpoint Beam type 1
C-2
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Beam grade L b h ts
W.b inst
W.t inst
W.b fin
W.t fin
V.Ed inst
V.Ed fin
P.Ed inst
P.Ed fin
ω inst
ω fin
ω inst max
ω fin max
UNIT: m mm mm mm mm³ E+6
mm³ E+6
mm³ E+6
mm³ E+6
kN kN kN kN mm mm mm mm
GL28h 8 115 360 0 2.48 2.48 2.48 2.48 79.5 79.5 8.18 8.52 16.0 26.7 16.0 26.7GL28h 9 115 360 0 2.48 2.48 2.48 2.48 79.5 79.5 6.51 6.78 18.0 30.0 18.0 30.0GL28h 4 115 405 0 3.14 3.14 3.14 3.14 89.4 89.4 41.3 43.0 8.00 13.3 8.00 13.3GL28h 5 115 405 0 3.14 3.14 3.14 3.14 89.4 89.4 27.9 29.0 10.0 16.7 10.0 16.7GL28h 6 115 405 0 3.14 3.14 3.14 3.14 89.4 89.4 19.9 20.8 12.0 20.0 12.0 20.0GL28h 7 115 405 0 3.14 3.14 3.14 3.14 89.4 89.4 14.9 15.5 14.0 23.3 14.0 23.3GL28h 8 115 405 0 3.14 3.14 3.14 3.14 89.4 89.4 11.6 12.0 16.0 26.7 16.0 26.7GL28h 9 115 405 0 3.14 3.14 3.14 3.14 89.4 89.4 9.21 9.59 18.0 30.0 18.0 30.0GL28h 4 115 450 0 3.88 3.88 3.88 3.88 99.4 99.4 53.7 53.7 7.84 12.5 8.00 13.3GL28h 5 115 450 0 3.88 3.88 3.88 3.88 99.4 99.4 37.4 38.9 10.0 16.7 10.0 16.7GL28h 6 115 450 0 3.88 3.88 3.88 3.88 99.4 99.4 26.9 28.0 12.0 20.0 12.0 20.0GL28h 7 115 450 0 3.88 3.88 3.88 3.88 99.4 99.4 20.2 21.1 14.0 23.3 14.0 23.3GL28h 8 115 450 0 3.88 3.88 3.88 3.88 99.4 99.4 15.7 16.4 16.0 26.7 16.0 26.7GL28h 9 115 450 0 3.88 3.88 3.88 3.88 99.4 99.4 12.5 13.1 18.0 30.0 18.0 30.0GL28h 4 115 495 0 4.70 4.70 4.70 4.70 109 109 64.3 64.3 7.31 11.7 8.00 13.3GL28h 5 115 495 0 4.70 4.70 4.70 4.70 109 109 48.6 50.6 10.0 16.7 10.0 16.7GL28h 6 115 495 0 4.70 4.70 4.70 4.70 109 109 35.2 36.7 12.0 20.0 12.0 20.0GL28h 7 115 495 0 4.70 4.70 4.70 4.70 109 109 26.5 27.7 14.0 23.3 14.0 23.3GL28h 8 115 495 0 4.70 4.70 4.70 4.70 109 109 20.7 21.6 16.0 26.7 16.0 26.7GL28h 9 115 495 0 4.70 4.70 4.70 4.70 109 109 16.5 17.2 18.0 30.0 18.0 30.0
Appendix C, Raw data Point load at midpoint Beam type 1
C-3
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Beam grade L b h ts
W.b inst
W.t inst
W.b fin
W.t fin
V.Ed inst
V.Ed fin P.
pre P.Ed
instP.Ed fin
ω inst
ω fin
ω inst max
ω fin max
UNIT: m mm mm mm mm³
E+6 mm³
E+6 mm³
E+6 mm³
E+6kN kN N kN kN mm mm mm mm
GL24h 2 65 225 10 0.950 0.624 1.14 0.644 23.8 23.2 0 15.8 16.3 3.43 5.29 4.00 6.67GL24h 2 65 225 20 1.24 0.655 1.50 0.675 23.1 22.5 0 16.6 17.1 3.26 5.05 4.00 6.67GL24h 2 65 225 30 1.46 0.678 1.76 0.698 22.8 22.5 0 17.2 17.7 3.18 4.96 4.00 6.67GL24h 2.5 65 225 10 0.950 0.624 1.14 0.644 23.8 23.2 0 12.7 13.1 4.94 7.58 5.00 8.33GL24h 2.5 65 225 20 1.24 0.655 1.50 0.675 23.1 22.5 0 13.3 13.7 4.66 7.16 5.00 8.33GL24h 2.5 65 225 30 1.46 0.678 1.76 0.698 22.8 22.5 0 13.7 14.2 4.51 6.99 5.00 8.33GL24h 3 65 225 10 0.950 0.624 1.14 0.644 23.8 23.2 0 9.32 10.5 6.00 10.0 6.00 10.0GL24h 3 65 225 20 1.24 0.655 1.50 0.675 23.1 22.5 0 10.4 11.4 6.00 9.75 6.00 10.0GL24h 3 65 225 30 1.46 0.678 1.76 0.698 22.8 22.5 0 11.2 11.8 6.00 9.48 6.00 10.0GL24h 3.5 65 225 10 0.950 0.624 1.14 0.644 23.8 23.2 0 7.06 7.97 7.00 11.7 7.00 11.7GL24h 3.5 65 225 20 1.24 0.655 1.50 0.675 23.1 22.5 0 7.94 8.91 7.00 11.7 7.00 11.7GL24h 3.5 65 225 30 1.46 0.678 1.76 0.698 22.8 22.5 0 8.52 9.50 7.00 11.7 7.00 11.7GL24h 4 65 225 10 0.950 0.624 1.14 0.644 23.8 23.2 0 5.51 6.24 8.00 13.3 8.00 13.3GL24h 4 65 225 20 1.24 0.655 1.50 0.675 23.1 22.5 0 6.21 6.99 8.00 13.3 8.00 13.3GL24h 4 65 225 30 1.46 0.678 1.76 0.698 22.8 22.5 0 6.68 7.47 8.00 13.3 8.00 13.3GL24h 4.5 65 225 10 0.950 0.624 1.14 0.644 23.8 23.2 0 4.42 5.00 9.00 15.0 9.00 15.0GL24h 4.5 65 225 20 1.24 0.655 1.50 0.675 23.1 22.5 0 4.99 5.61 9.00 15.0 9.00 15.0GL24h 4.5 65 225 30 1.46 0.678 1.76 0.698 22.8 22.5 0 5.37 6.01 9.00 15.0 9.00 15.0GL24h 5 65 225 10 0.950 0.624 1.14 0.644 23.8 23.2 0 3.61 4.10 10.0 16.7 10.0 16.7GL24h 5 65 225 20 1.24 0.655 1.50 0.675 23.1 22.5 0 4.09 4.60 10.0 16.7 10.0 16.7GL24h 5 65 225 30 1.46 0.678 1.76 0.698 22.8 22.5 0 4.40 4.93 10.0 16.7 10.0 16.7GL24h 5.5 65 225 10 0.950 0.624 1.14 0.644 23.8 23.2 0 3.01 3.41 11.0 18.3 11.0 18.3GL24h 5.5 65 225 20 1.24 0.655 1.50 0.675 23.1 22.5 0 3.40 3.84 11.0 18.3 11.0 18.3GL24h 5.5 65 225 30 1.46 0.678 1.76 0.698 22.8 22.5 0 3.67 4.11 11.0 18.3 11.0 18.3GL24h 2 65 270 10 1.39 0.924 1.70 0.962 29.5 28.9 0 23.0 24.0 3.12 4.84 4.00 6.67GL24h 2 65 270 20 1.87 0.980 2.33 1.02 28.7 28.0 0 24.5 25.4 2.99 4.66 4.00 6.67GL24h 2 65 270 30 2.25 1.02 2.81 1.05 28.3 27.7 0 25.4 26.2 2.93 4.58 4.00 6.67GL24h 2.5 65 270 10 1.39 0.924 1.70 0.962 29.5 28.9 0 18.4 19.2 4.36 6.71 5.00 8.33GL24h 2.5 65 270 20 1.87 0.980 2.33 1.02 28.7 28.0 0 19.6 20.3 4.13 6.37 5.00 8.33GL24h 2.5 65 270 30 2.25 1.02 2.81 1.05 28.3 27.7 0 20.3 21.0 4.01 6.22 5.00 8.33GL24h 3 65 270 10 1.39 0.924 1.70 0.962 29.5 28.9 0 15.4 16.0 5.88 9.00 6.00 10.0GL24h 3 65 270 20 1.87 0.980 2.33 1.02 28.7 28.0 0 16.3 16.9 5.52 8.47 6.00 10.0GL24h 3 65 270 30 2.25 1.02 2.81 1.05 28.3 27.7 0 16.9 17.5 5.34 8.23 6.00 10.0GL24h 3.5 65 270 10 1.39 0.924 1.70 0.962 29.5 28.9 0 12.0 13.7 7.00 11.7 7.00 11.7GL24h 3.5 65 270 20 1.87 0.980 2.33 1.02 28.7 28.0 0 13.6 14.5 7.00 11.0 7.00 11.7GL24h 3.5 65 270 30 2.25 1.02 2.81 1.05 28.3 27.7 0 14.5 15.0 6.90 10.6 7.00 11.7GL24h 4 65 270 10 1.39 0.924 1.70 0.962 29.5 28.9 0 9.46 10.8 8.00 13.3 8.00 13.3GL24h 4 65 270 20 1.87 0.980 2.33 1.02 28.7 28.0 0 10.8 12.2 8.00 13.3 8.00 13.3GL24h 4 65 270 30 2.25 1.02 2.81 1.05 28.3 27.7 0 11.6 13.1 8.00 13.3 8.00 13.3GL24h 4.5 65 270 10 1.39 0.924 1.70 0.962 29.5 28.9 0 7.63 8.73 9.00 15.0 9.00 15.0GL24h 4.5 65 270 20 1.87 0.980 2.33 1.02 28.7 28.0 0 8.72 9.92 9.00 15.0 9.00 15.0GL24h 4.5 65 270 30 2.25 1.02 2.81 1.05 28.3 27.7 0 9.43 10.6 9.00 15.0 9.00 15.0GL24h 5 65 270 10 1.39 0.924 1.70 0.962 29.5 28.9 0 6.27 7.18 10.0 16.7 10.0 16.7GL24h 5 65 270 20 1.87 0.980 2.33 1.02 28.7 28.0 0 7.18 8.18 10.0 16.7 10.0 16.7GL24h 5 65 270 30 2.25 1.02 2.81 1.05 28.3 27.7 0 7.78 8.78 10.0 16.7 10.0 16.7GL24h 5.5 65 270 10 1.39 0.924 1.70 0.962 29.5 28.9 0 5.24 6.01 11.0 18.3 11.0 18.3GL24h 5.5 65 270 20 1.87 0.980 2.33 1.02 28.7 28.0 0 6.01 6.85 11.0 18.3 11.0 18.3
Input: bs = b - 20mm
Appendix C, Raw data Point load at midpoint Beam type 2
C-4
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Beam grade L b h ts
W.b inst
W.t inst
W.b fin
W.t fin
V.Ed inst
V.Ed fin P.
pre P.Ed
instP.Ed fin
ω inst
ω fin
ω inst max
ω fin max
UNIT: m mm mm mm mm³
E+6 mm³
E+6 mm³
E+6 mm³
E+6kN kN N kN kN mm mm mm mm
Input: bs = b - 20mm
GL24h 5.5 65 270 30 2.25 1.02 2.81 1.05 28.3 27.7 0 6.51 7.36 11.0 18.3 11.0 18.3GL24h 6 65 270 10 1.39 0.924 1.70 0.962 29.5 28.9 0 4.44 5.09 12.0 20.0 12.0 20.0GL24h 6 65 270 20 1.87 0.980 2.33 1.02 28.7 28.0 0 5.10 5.82 12.0 20.0 12.0 20.0GL24h 6 65 270 30 2.25 1.02 2.81 1.05 28.3 27.7 0 5.53 6.26 12.0 20.0 12.0 20.0GL24h 2 65 315 10 1.89 1.28 2.34 1.34 35.1 34.6 0 31.4 32.9 2.94 4.60 4.00 6.67GL24h 2 65 315 20 2.57 1.37 3.28 1.43 34.4 33.7 0 33.6 35.0 2.85 4.47 4.00 6.67GL24h 2 65 315 30 3.15 1.42 4.02 1.48 33.9 33.2 0 34.9 36.3 2.81 4.42 4.00 6.67GL24h 2.5 65 315 10 1.89 1.28 2.34 1.34 35.1 34.6 0 25.1 26.3 3.99 6.19 5.00 8.33GL24h 2.5 65 315 20 2.57 1.37 3.28 1.43 34.4 33.7 0 26.8 28.0 3.82 5.92 5.00 8.33GL24h 2.5 65 315 30 3.15 1.42 4.02 1.48 33.9 33.2 0 27.9 29.0 3.72 5.80 5.00 8.33GL24h 3 65 315 10 1.89 1.28 2.34 1.34 35.1 34.6 0 20.9 21.9 5.28 8.13 6.00 10.0GL24h 3 65 315 20 2.57 1.37 3.28 1.43 34.4 33.7 0 22.4 23.4 5.00 7.69 6.00 10.0GL24h 3 65 315 30 3.15 1.42 4.02 1.48 33.9 33.2 0 23.3 24.2 4.84 7.48 6.00 10.0GL24h 3.5 65 315 10 1.89 1.28 2.34 1.34 35.1 34.6 0 17.9 18.8 6.81 10.4 7.00 11.7GL24h 3.5 65 315 20 2.57 1.37 3.28 1.43 34.4 33.7 0 19.2 20.0 6.39 9.78 7.00 11.7GL24h 3.5 65 315 30 3.15 1.42 4.02 1.48 33.9 33.2 0 19.9 20.7 6.16 9.48 7.00 11.7GL24h 4 65 315 10 1.89 1.28 2.34 1.34 35.1 34.6 0 14.6 16.4 8.00 13.1 8.00 13.3GL24h 4 65 315 20 2.57 1.37 3.28 1.43 34.4 33.7 0 16.8 17.5 8.00 12.2 8.00 13.3GL24h 4 65 315 30 3.15 1.42 4.02 1.48 33.9 33.2 0 17.5 18.1 7.69 11.8 8.00 13.3GL24h 4.5 65 315 10 1.89 1.28 2.34 1.34 35.1 34.6 0 11.9 13.6 9.00 15.0 9.00 15.0GL24h 4.5 65 315 20 2.57 1.37 3.28 1.43 34.4 33.7 0 13.7 15.6 9.00 14.9 9.00 15.0GL24h 4.5 65 315 30 3.15 1.42 4.02 1.48 33.9 33.2 0 14.8 16.1 9.00 14.4 9.00 15.0GL24h 5 65 315 10 1.89 1.28 2.34 1.34 35.1 34.6 0 9.81 11.3 10.0 16.7 10.0 16.7GL24h 5 65 315 20 2.57 1.37 3.28 1.43 34.4 33.7 0 11.3 13.0 10.0 16.7 10.0 16.7GL24h 5 65 315 30 3.15 1.42 4.02 1.48 33.9 33.2 0 12.3 14.0 10.0 16.7 10.0 16.7GL24h 5.5 65 315 10 1.89 1.28 2.34 1.34 35.1 34.6 0 8.22 9.49 11.0 18.3 11.0 18.3GL24h 5.5 65 315 20 2.57 1.37 3.28 1.43 34.4 33.7 0 9.51 10.9 11.0 18.3 11.0 18.3GL24h 5.5 65 315 30 3.15 1.42 4.02 1.48 33.9 33.2 0 10.4 11.8 11.0 18.3 11.0 18.3GL24h 6 65 315 10 1.89 1.28 2.34 1.34 35.1 34.6 0 6.99 8.07 12.0 20.0 12.0 20.0GL24h 6 65 315 20 2.57 1.37 3.28 1.43 34.4 33.7 0 8.10 9.32 12.0 20.0 12.0 20.0GL24h 6 65 315 30 3.15 1.42 4.02 1.48 33.9 33.2 0 8.83 10.1 12.0 20.0 12.0 20.0GL24h 6.5 65 315 10 1.89 1.28 2.34 1.34 35.1 34.6 0 6.01 6.94 13.0 21.7 13.0 21.7GL24h 6.5 65 315 20 2.57 1.37 3.28 1.43 34.4 33.7 0 6.97 8.03 13.0 21.7 13.0 21.7GL24h 6.5 65 315 30 3.15 1.42 4.02 1.48 33.9 33.2 0 7.60 8.68 13.0 21.7 13.0 21.7GL24h 7 65 315 10 1.89 1.28 2.34 1.34 35.1 34.6 0 5.22 6.03 14.0 23.3 14.0 23.3GL24h 7 65 315 20 2.57 1.37 3.28 1.43 34.4 33.7 0 6.06 6.99 14.0 23.3 14.0 23.3GL24h 7 65 315 30 3.15 1.42 4.02 1.48 33.9 33.2 0 6.62 7.56 14.0 23.3 14.0 23.3GL28h 4 90 225 10 1.33 0.866 1.60 0.894 36.6 35.7 0 8.33 9.43 8.00 13.3 8.00 13.3GL28h 4 90 225 20 1.73 0.909 2.10 0.936 35.5 34.6 0 9.39 10.5 8.00 13.3 8.00 13.3GL28h 4 90 225 30 2.05 0.940 2.47 0.969 35.1 34.5 0 10.1 11.3 8.00 13.3 8.00 13.3GL28h 5 90 225 10 1.33 0.866 1.60 0.894 36.6 35.7 0 5.46 6.19 10.0 16.7 10.0 16.7GL28h 5 90 225 20 1.73 0.909 2.10 0.936 35.5 34.6 0 6.17 6.95 10.0 16.7 10.0 16.7GL28h 5 90 225 30 2.05 0.940 2.47 0.969 35.1 34.5 0 6.65 7.44 10.0 16.7 10.0 16.7GL28h 6 90 225 10 1.33 0.866 1.60 0.894 36.6 35.7 0 3.84 4.36 12.0 20.0 12.0 20.0GL28h 6 90 225 20 1.73 0.909 2.10 0.936 35.5 34.6 0 4.35 4.91 12.0 20.0 12.0 20.0GL28h 6 90 225 30 2.05 0.940 2.47 0.969 35.1 34.5 0 4.69 5.26 12.0 20.0 12.0 20.0GL28h 7 90 225 10 1.33 0.866 1.60 0.894 36.6 35.7 0 2.85 3.23 14.0 23.3 14.0 23.3
Appendix C, Raw data Point load at midpoint Beam type 2
C-5
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Beam grade L b h ts
W.b inst
W.t inst
W.b fin
W.t fin
V.Ed inst
V.Ed fin P.
pre P.Ed
instP.Ed fin
ω inst
ω fin
ω inst max
ω fin max
UNIT: m mm mm mm mm³
E+6 mm³
E+6 mm³
E+6 mm³
E+6kN kN N kN kN mm mm mm mm
Input: bs = b - 20mm
GL28h 7 90 225 20 1.73 0.909 2.10 0.936 35.5 34.6 0 3.23 3.64 14.0 23.3 14.0 23.3GL28h 7 90 225 30 2.05 0.940 2.47 0.969 35.1 34.5 0 3.48 3.91 14.0 23.3 14.0 23.3GL28h 4 90 270 10 1.95 1.28 2.39 1.34 45.3 44.4 0 14.3 16.3 8.00 13.3 8.00 13.3GL28h 4 90 270 20 2.62 1.36 3.27 1.41 44.1 43.1 0 16.3 18.5 8.00 13.3 8.00 13.3GL28h 4 90 270 30 3.16 1.41 3.94 1.46 43.5 42.6 0 17.6 19.8 8.00 13.3 8.00 13.3GL28h 5 90 270 10 1.95 1.28 2.39 1.34 45.3 44.4 0 9.48 10.9 10.0 16.7 10.0 16.7GL28h 5 90 270 20 2.62 1.36 3.27 1.41 44.1 43.1 0 10.9 12.4 10.0 16.7 10.0 16.7GL28h 5 90 270 30 3.16 1.41 3.94 1.46 43.5 42.6 0 11.8 13.3 10.0 16.7 10.0 16.7GL28h 6 90 270 10 1.95 1.28 2.39 1.34 45.3 44.4 0 6.71 7.71 12.0 20.0 12.0 20.0GL28h 6 90 270 20 2.62 1.36 3.27 1.41 44.1 43.1 0 7.71 8.80 12.0 20.0 12.0 20.0GL28h 6 90 270 30 3.16 1.41 3.94 1.46 43.5 42.6 0 8.36 9.45 12.0 20.0 12.0 20.0GL28h 7 90 270 10 1.95 1.28 2.39 1.34 45.3 44.4 0 4.99 5.74 14.0 23.3 14.0 23.3GL28h 7 90 270 20 2.62 1.36 3.27 1.41 44.1 43.1 0 5.74 6.56 14.0 23.3 14.0 23.3GL28h 7 90 270 30 3.16 1.41 3.94 1.46 43.5 42.6 0 6.23 7.06 14.0 23.3 14.0 23.3GL28h 8 90 270 10 1.95 1.28 2.39 1.34 45.3 44.4 0 3.85 4.43 16.0 26.7 16.0 26.7GL28h 8 90 270 20 2.62 1.36 3.27 1.41 44.1 43.1 0 4.44 5.07 16.0 26.7 16.0 26.7GL28h 8 90 270 30 3.16 1.41 3.94 1.46 43.5 42.6 0 4.82 5.46 16.0 26.7 16.0 26.7GL28h 4 90 315 10 2.65 1.77 3.28 1.86 54.0 53.2 0 22.1 25.4 8.00 13.3 8.00 13.3GL28h 4 90 315 20 3.61 1.90 4.61 1.98 52.9 51.7 0 25.4 28.4 8.00 13.1 8.00 13.3GL28h 4 90 315 30 4.43 1.97 5.65 2.05 52.1 51.0 0 27.4 29.4 8.00 12.6 8.00 13.3GL28h 5 90 315 10 2.65 1.77 3.28 1.86 54.0 53.2 0 14.8 17.1 10.0 16.7 10.0 16.7GL28h 5 90 315 20 3.61 1.90 4.61 1.98 52.9 51.7 0 17.1 19.6 10.0 16.7 10.0 16.7GL28h 5 90 315 30 4.43 1.97 5.65 2.05 52.1 51.0 0 18.6 21.1 10.0 16.7 10.0 16.7GL28h 6 90 315 10 2.65 1.77 3.28 1.86 54.0 53.2 0 10.6 12.2 12.0 20.0 12.0 20.0GL28h 6 90 315 20 3.61 1.90 4.61 1.98 52.9 51.7 0 12.2 14.1 12.0 20.0 12.0 20.0GL28h 6 90 315 30 4.43 1.97 5.65 2.05 52.1 51.0 0 13.3 15.2 12.0 20.0 12.0 20.0GL28h 7 90 315 10 2.65 1.77 3.28 1.86 54.0 53.2 0 7.89 9.13 14.0 23.3 14.0 23.3GL28h 7 90 315 20 3.61 1.90 4.61 1.98 52.9 51.7 0 9.17 10.6 14.0 23.3 14.0 23.3GL28h 7 90 315 30 4.43 1.97 5.65 2.05 52.1 51.0 0 10.0 11.4 14.0 23.3 14.0 23.3GL28h 8 90 315 10 2.65 1.77 3.28 1.86 54.0 53.2 0 6.11 7.08 16.0 26.7 16.0 26.7GL28h 8 90 315 20 3.61 1.90 4.61 1.98 52.9 51.7 0 7.11 8.20 16.0 26.7 16.0 26.7GL28h 8 90 315 30 4.43 1.97 5.65 2.05 52.1 51.0 0 7.76 8.87 16.0 26.7 16.0 26.7GL28h 9 90 315 10 2.65 1.77 3.28 1.86 54.0 53.2 0 4.86 5.64 18.0 30.0 18.0 30.0GL28h 9 90 315 20 3.61 1.90 4.61 1.98 52.9 51.7 0 5.66 6.54 18.0 30.0 18.0 30.0GL28h 9 90 315 30 4.43 1.97 5.65 2.05 52.1 51.0 0 6.19 7.08 18.0 30.0 18.0 30.0GL28h 4 90 360 10 3.42 2.33 4.25 2.46 62.7 62.0 0 31.8 34.8 8.00 12.7 8.00 13.3GL28h 4 90 360 20 4.69 2.51 6.07 2.64 61.7 60.5 0 35.5 37.3 7.79 11.9 8.00 13.3GL28h 4 90 360 30 5.80 2.62 7.55 2.73 60.9 59.6 0 37.1 38.7 7.50 11.5 8.00 13.3GL28h 5 90 360 10 3.42 2.33 4.25 2.46 62.7 62.0 0 21.6 24.9 10.0 16.7 10.0 16.7GL28h 5 90 360 20 4.69 2.51 6.07 2.64 61.7 60.5 0 25.0 28.8 10.0 16.7 10.0 16.7GL28h 5 90 360 30 5.80 2.62 7.55 2.73 60.9 59.6 0 27.2 30.9 10.0 16.6 10.0 16.7GL28h 6 90 360 10 3.42 2.33 4.25 2.46 62.7 62.0 0 15.5 18.0 12.0 20.0 12.0 20.0GL28h 6 90 360 20 4.69 2.51 6.07 2.64 61.7 60.5 0 18.0 20.9 12.0 20.0 12.0 20.0GL28h 6 90 360 30 5.80 2.62 7.55 2.73 60.9 59.6 0 19.7 22.6 12.0 20.0 12.0 20.0GL28h 7 90 360 10 3.42 2.33 4.25 2.46 62.7 62.0 0 11.6 13.5 14.0 23.3 14.0 23.3GL28h 7 90 360 20 4.69 2.51 6.07 2.64 61.7 60.5 0 13.6 15.7 14.0 23.3 14.0 23.3GL28h 7 90 360 30 5.80 2.62 7.55 2.73 60.9 59.6 0 14.9 17.1 14.0 23.3 14.0 23.3
Appendix C, Raw data Point load at midpoint Beam type 2
C-6
![Page 83: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/83.jpg)
Beam grade L b h ts
W.b inst
W.t inst
W.b fin
W.t fin
V.Ed inst
V.Ed fin P.
pre P.Ed
instP.Ed fin
ω inst
ω fin
ω inst max
ω fin max
UNIT: m mm mm mm mm³
E+6 mm³
E+6 mm³
E+6 mm³
E+6kN kN N kN kN mm mm mm mm
Input: bs = b - 20mm
GL28h 8 90 360 10 3.42 2.33 4.25 2.46 62.7 62.0 0 9.02 10.5 16.0 26.7 16.0 26.7GL28h 8 90 360 20 4.69 2.51 6.07 2.64 61.7 60.5 0 10.6 12.3 16.0 26.7 16.0 26.7GL28h 8 90 360 30 5.80 2.62 7.55 2.73 60.9 59.6 0 11.6 13.3 16.0 26.7 16.0 26.7GL28h 9 90 360 10 3.42 2.33 4.25 2.46 62.7 62.0 0 7.19 8.38 18.0 30.0 18.0 30.0GL28h 9 90 360 20 4.69 2.51 6.07 2.64 61.7 60.5 0 8.43 9.81 18.0 30.0 18.0 30.0GL28h 9 90 360 30 5.80 2.62 7.55 2.73 60.9 59.6 0 9.26 10.7 18.0 30.0 18.0 30.0GL28h 10 90 360 10 3.42 2.33 4.25 2.46 62.7 62.0 0 5.86 6.84 20.0 33.3 20.0 33.3GL28h 10 90 360 20 4.69 2.51 6.07 2.64 61.7 60.5 0 6.88 8.02 20.0 33.3 20.0 33.3GL28h 10 90 360 30 5.80 2.62 7.55 2.73 60.9 59.6 0 7.57 8.73 20.0 33.3 20.0 33.3GL28h 11 90 360 10 3.42 2.33 4.25 2.46 62.7 62.0 0 4.87 5.68 22.0 36.7 22.0 36.7GL28h 11 90 360 20 4.69 2.51 6.07 2.64 61.7 60.5 0 5.72 6.67 22.0 36.7 22.0 36.7GL28h 11 90 360 30 5.80 2.62 7.55 2.73 60.9 59.6 0 6.29 7.27 22.0 36.7 22.0 36.7GL28h 4 90 405 10 4.26 2.96 5.30 3.13 71.4 70.9 0 41.4 43.8 7.65 11.8 8.00 13.3GL28h 4 90 405 20 5.85 3.20 7.63 3.38 70.5 69.3 0 44.8 47.2 7.23 11.1 8.00 13.3GL28h 4 90 405 30 7.28 3.35 9.60 3.51 69.7 68.3 0 46.9 49.1 6.98 10.7 8.00 13.3GL28h 5 90 405 10 4.26 2.96 5.30 3.13 71.4 70.9 0 29.8 34.3 10.0 16.7 10.0 16.7GL28h 5 90 405 20 5.85 3.20 7.63 3.38 70.5 69.3 0 34.4 37.8 10.0 15.8 10.0 16.7GL28h 5 90 405 30 7.28 3.35 9.60 3.51 69.7 68.3 0 37.5 39.3 10.0 15.2 10.0 16.7GL28h 6 90 405 10 4.26 2.96 5.30 3.13 71.4 70.9 0 21.5 25.0 12.0 20.0 12.0 20.0GL28h 6 90 405 20 5.85 3.20 7.63 3.38 70.5 69.3 0 25.1 29.1 12.0 20.0 12.0 20.0GL28h 6 90 405 30 7.28 3.35 9.60 3.51 69.7 68.3 0 27.5 31.6 12.0 20.0 12.0 20.0GL28h 7 90 405 10 4.26 2.96 5.30 3.13 71.4 70.9 0 16.2 18.9 14.0 23.3 14.0 23.3GL28h 7 90 405 20 5.85 3.20 7.63 3.38 70.5 69.3 0 19.0 22.1 14.0 23.3 14.0 23.3GL28h 7 90 405 30 7.28 3.35 9.60 3.51 69.7 68.3 0 20.8 24.1 14.0 23.3 14.0 23.3GL28h 8 90 405 10 4.26 2.96 5.30 3.13 71.4 70.9 0 12.6 14.7 16.0 26.7 16.0 26.7GL28h 8 90 405 20 5.85 3.20 7.63 3.38 70.5 69.3 0 14.8 17.3 16.0 26.7 16.0 26.7GL28h 8 90 405 30 7.28 3.35 9.60 3.51 69.7 68.3 0 16.3 18.9 16.0 26.7 16.0 26.7GL28h 9 90 405 10 4.26 2.96 5.30 3.13 71.4 70.9 0 10.1 11.8 18.0 30.0 18.0 30.0GL28h 9 90 405 20 5.85 3.20 7.63 3.38 70.5 69.3 0 11.9 13.9 18.0 30.0 18.0 30.0GL28h 9 90 405 30 7.28 3.35 9.60 3.51 69.7 68.3 0 13.1 15.2 18.0 30.0 18.0 30.0GL28h 10 90 405 10 4.26 2.96 5.30 3.13 71.4 70.9 0 8.25 9.63 20.0 33.3 20.0 33.3GL28h 10 90 405 20 5.85 3.20 7.63 3.38 70.5 69.3 0 9.71 11.4 20.0 33.3 20.0 33.3GL28h 10 90 405 30 7.28 3.35 9.60 3.51 69.7 68.3 0 10.7 12.4 20.0 33.3 20.0 33.3GL28h 11 90 405 10 4.26 2.96 5.30 3.13 71.4 70.9 0 6.86 8.02 22.0 36.7 22.0 36.7GL28h 11 90 405 20 5.85 3.20 7.63 3.38 70.5 69.3 0 8.09 9.48 22.0 36.7 22.0 36.7GL28h 11 90 405 30 7.28 3.35 9.60 3.51 69.7 68.3 0 8.93 10.4 22.0 36.7 22.0 36.7GL28h 4 90 450 10 5.16 3.66 6.40 3.88 80.0 79.7 0 50.6 53.6 7.16 11.1 8.00 13.3GL28h 4 90 450 20 7.08 3.97 9.27 4.20 79.4 78.2 0 55.0 58.1 6.82 10.5 8.00 13.3GL28h 4 90 450 30 8.83 4.17 11.8 4.38 78.5 77.0 0 57.7 60.6 6.61 10.2 8.00 13.3GL28h 5 90 450 10 5.16 3.66 6.40 3.88 80.0 79.7 0 39.3 42.9 10.0 15.8 10.0 16.7GL28h 5 90 450 20 7.08 3.97 9.27 4.20 79.4 78.2 0 44.0 46.5 9.67 14.8 10.0 16.7GL28h 5 90 450 30 8.83 4.17 11.8 4.38 78.5 77.0 0 46.1 48.5 9.31 14.2 10.0 16.7GL28h 6 90 450 10 5.16 3.66 6.40 3.88 80.0 79.7 0 28.7 33.2 12.0 20.0 12.0 20.0GL28h 6 90 450 20 7.08 3.97 9.27 4.20 79.4 78.2 0 33.4 38.8 12.0 20.0 12.0 20.0GL28h 6 90 450 30 8.83 4.17 11.8 4.38 78.5 77.0 0 36.6 40.4 12.0 19.1 12.0 20.0GL28h 7 90 450 10 5.16 3.66 6.40 3.88 80.0 79.7 0 21.7 25.3 14.0 23.3 14.0 23.3GL28h 7 90 450 20 7.08 3.97 9.27 4.20 79.4 78.2 0 25.4 29.7 14.0 23.3 14.0 23.3
Appendix C, Raw data Point load at midpoint Beam type 2
C-7
![Page 84: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/84.jpg)
Beam grade L b h ts
W.b inst
W.t inst
W.b fin
W.t fin
V.Ed inst
V.Ed fin P.
pre P.Ed
instP.Ed fin
ω inst
ω fin
ω inst max
ω fin max
UNIT: m mm mm mm mm³
E+6 mm³
E+6 mm³
E+6 mm³
E+6kN kN N kN kN mm mm mm mm
Input: bs = b - 20mm
GL28h 7 90 450 30 8.83 4.17 11.8 4.38 78.5 77.0 0 28.0 32.4 14.0 23.3 14.0 23.3GL28h 8 90 450 10 5.16 3.66 6.40 3.88 80.0 79.7 0 17.0 19.8 16.0 26.7 16.0 26.7GL28h 8 90 450 20 7.08 3.97 9.27 4.20 79.4 78.2 0 19.9 23.4 16.0 26.7 16.0 26.7GL28h 8 90 450 30 8.83 4.17 11.8 4.38 78.5 77.0 0 22.0 25.5 16.0 26.7 16.0 26.7GL28h 9 90 450 10 5.16 3.66 6.40 3.88 80.0 79.7 0 13.6 15.9 18.0 30.0 18.0 30.0GL28h 9 90 450 20 7.08 3.97 9.27 4.20 79.4 78.2 0 16.0 18.8 18.0 30.0 18.0 30.0GL28h 9 90 450 30 8.83 4.17 11.8 4.38 78.5 77.0 0 17.7 20.6 18.0 30.0 18.0 30.0GL28h 10 90 450 10 5.16 3.66 6.40 3.88 80.0 79.7 0 11.1 13.0 20.0 33.3 20.0 33.3GL28h 10 90 450 20 7.08 3.97 9.27 4.20 79.4 78.2 0 13.1 15.4 20.0 33.3 20.0 33.3GL28h 10 90 450 30 8.83 4.17 11.8 4.38 78.5 77.0 0 14.5 16.9 20.0 33.3 20.0 33.3GL28h 11 90 450 10 5.16 3.66 6.40 3.88 80.0 79.7 0 9.27 10.9 22.0 36.7 22.0 36.7GL28h 11 90 450 20 7.08 3.97 9.27 4.20 79.4 78.2 0 11.0 12.9 22.0 36.7 22.0 36.7GL28h 11 90 450 30 8.83 4.17 11.8 4.38 78.5 77.0 0 12.1 14.2 22.0 36.7 22.0 36.7GL28h 4 90 495 10 6.12 4.42 7.58 4.69 88.5 88.4 0 60.6 64.3 6.79 10.5 8.00 13.3GL28h 4 90 495 20 8.37 4.81 11.0 5.11 88.2 87.1 0 66.0 70.0 6.51 10.1 8.00 13.3GL28h 4 90 495 30 10.5 5.06 14.0 5.34 87.4 85.8 0 69.3 73.2 6.34 9.84 8.00 13.3GL28h 5 90 495 10 6.12 4.42 7.58 4.69 88.5 88.4 0 48.4 51.4 9.62 14.8 10.0 16.7GL28h 5 90 495 20 8.37 4.81 11.0 5.11 88.2 87.1 0 52.8 56.0 9.11 13.9 10.0 16.7GL28h 5 90 495 30 10.5 5.06 14.0 5.34 87.4 85.8 0 55.5 58.5 8.79 13.5 10.0 16.7GL28h 6 90 495 10 6.12 4.42 7.58 4.69 88.5 88.4 0 37.0 42.8 12.0 20.0 12.0 20.0GL28h 6 90 495 20 8.37 4.81 11.0 5.11 88.2 87.1 0 43.0 46.7 12.0 18.7 12.0 20.0GL28h 6 90 495 30 10.5 5.06 14.0 5.34 87.4 85.8 0 46.2 48.8 11.8 17.9 12.0 20.0GL28h 7 90 495 10 6.12 4.42 7.58 4.69 88.5 88.4 0 28.2 32.7 14.0 23.3 14.0 23.3GL28h 7 90 495 20 8.37 4.81 11.0 5.11 88.2 87.1 0 32.9 38.5 14.0 23.3 14.0 23.3GL28h 7 90 495 30 10.5 5.06 14.0 5.34 87.4 85.8 0 36.2 41.8 14.0 23.2 14.0 23.3GL28h 8 90 495 10 6.12 4.42 7.58 4.69 88.5 88.4 0 22.1 25.7 16.0 26.7 16.0 26.7GL28h 8 90 495 20 8.37 4.81 11.0 5.11 88.2 87.1 0 25.9 30.4 16.0 26.7 16.0 26.7GL28h 8 90 495 30 10.5 5.06 14.0 5.34 87.4 85.8 0 28.6 33.3 16.0 26.7 16.0 26.7GL28h 9 90 495 10 6.12 4.42 7.58 4.69 88.5 88.4 0 17.8 20.7 18.0 30.0 18.0 30.0GL28h 9 90 495 20 8.37 4.81 11.0 5.11 88.2 87.1 0 20.9 24.6 18.0 30.0 18.0 30.0GL28h 9 90 495 30 10.5 5.06 14.0 5.34 87.4 85.8 0 23.1 27.0 18.0 30.0 18.0 30.0GL28h 10 90 495 10 6.12 4.42 7.58 4.69 88.5 88.4 0 14.6 17.0 20.0 33.3 20.0 33.3GL28h 10 90 495 20 8.37 4.81 11.0 5.11 88.2 87.1 0 17.2 20.2 20.0 33.3 20.0 33.3GL28h 10 90 495 30 10.5 5.06 14.0 5.34 87.4 85.8 0 19.0 22.3 20.0 33.3 20.0 33.3GL28h 11 90 495 10 6.12 4.42 7.58 4.69 88.5 88.4 0 12.1 14.2 22.0 36.7 22.0 36.7GL28h 11 90 495 20 8.37 4.81 11.0 5.11 88.2 87.1 0 14.3 16.9 22.0 36.7 22.0 36.7GL28h 11 90 495 30 10.5 5.06 14.0 5.34 87.4 85.8 0 15.9 18.6 22.0 36.7 22.0 36.7GL28h 4 115 225 10 1.73 1.11 2.09 1.15 46.6 45.5 0 10.7 12.2 8.00 13.3 8.00 13.3GL28h 4 115 225 20 2.27 1.17 2.75 1.20 45.2 44.1 0 12.1 13.6 8.00 13.3 8.00 13.3GL28h 4 115 225 30 2.68 1.21 3.22 1.24 44.7 44.1 0 13.0 14.5 8.00 13.3 8.00 13.3GL28h 5 115 225 10 1.73 1.11 2.09 1.15 46.6 45.5 0 7.05 8.00 10.0 16.7 10.0 16.7GL28h 5 115 225 20 2.27 1.17 2.75 1.20 45.2 44.1 0 7.97 8.96 10.0 16.7 10.0 16.7GL28h 5 115 225 30 2.68 1.21 3.22 1.24 44.7 44.1 0 8.57 9.59 10.0 16.7 10.0 16.7GL28h 6 115 225 10 1.73 1.11 2.09 1.15 46.6 45.5 0 4.96 5.63 12.0 20.0 12.0 20.0GL28h 6 115 225 20 2.27 1.17 2.75 1.20 45.2 44.1 0 5.62 6.33 12.0 20.0 12.0 20.0GL28h 6 115 225 30 2.68 1.21 3.22 1.24 44.7 44.1 0 6.05 6.78 12.0 20.0 12.0 20.0GL28h 7 115 225 10 1.73 1.11 2.09 1.15 46.6 45.5 0 3.67 4.18 14.0 23.3 14.0 23.3
Appendix C, Raw data Point load at midpoint Beam type 2
C-8
![Page 85: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/85.jpg)
Beam grade L b h ts
W.b inst
W.t inst
W.b fin
W.t fin
V.Ed inst
V.Ed fin P.
pre P.Ed
instP.Ed fin
ω inst
ω fin
ω inst max
ω fin max
UNIT: m mm mm mm mm³
E+6 mm³
E+6 mm³
E+6 mm³
E+6kN kN N kN kN mm mm mm mm
Input: bs = b - 20mm
GL28h 7 115 225 20 2.27 1.17 2.75 1.20 45.2 44.1 0 4.17 4.69 14.0 23.3 14.0 23.3GL28h 7 115 225 30 2.68 1.21 3.22 1.24 44.7 44.1 0 4.49 5.03 14.0 23.3 14.0 23.3GL28h 4 115 270 10 2.55 1.65 3.14 1.72 57.8 56.6 0 18.5 21.1 8.00 13.3 8.00 13.3GL28h 4 115 270 20 3.44 1.75 4.30 1.81 56.2 54.9 0 21.1 23.9 8.00 13.3 8.00 13.3GL28h 4 115 270 30 4.15 1.81 5.16 1.87 55.4 54.4 0 22.7 25.5 8.00 13.3 8.00 13.3GL28h 5 115 270 10 2.55 1.65 3.14 1.72 57.8 56.6 0 12.2 14.0 10.0 16.7 10.0 16.7GL28h 5 115 270 20 3.44 1.75 4.30 1.81 56.2 54.9 0 14.0 16.0 10.0 16.7 10.0 16.7GL28h 5 115 270 30 4.15 1.81 5.16 1.87 55.4 54.4 0 15.2 17.1 10.0 16.7 10.0 16.7GL28h 6 115 270 10 2.55 1.65 3.14 1.72 57.8 56.6 0 8.67 10.0 12.0 20.0 12.0 20.0GL28h 6 115 270 20 3.44 1.75 4.30 1.81 56.2 54.9 0 10.0 11.4 12.0 20.0 12.0 20.0GL28h 6 115 270 30 4.15 1.81 5.16 1.87 55.4 54.4 0 10.8 12.2 12.0 20.0 12.0 20.0GL28h 7 115 270 10 2.55 1.65 3.14 1.72 57.8 56.6 0 6.45 7.42 14.0 23.3 14.0 23.3GL28h 7 115 270 20 3.44 1.75 4.30 1.81 56.2 54.9 0 7.42 8.47 14.0 23.3 14.0 23.3GL28h 7 115 270 30 4.15 1.81 5.16 1.87 55.4 54.4 0 8.05 9.10 14.0 23.3 14.0 23.3GL28h 8 115 270 10 2.55 1.65 3.14 1.72 57.8 56.6 0 4.98 5.73 16.0 26.7 16.0 26.7GL28h 8 115 270 20 3.44 1.75 4.30 1.81 56.2 54.9 0 5.74 6.55 16.0 26.7 16.0 26.7GL28h 8 115 270 30 4.15 1.81 5.16 1.87 55.4 54.4 0 6.23 7.04 16.0 26.7 16.0 26.7GL28h 4 115 315 10 3.47 2.28 4.31 2.39 68.9 67.8 0 28.6 32.8 8.00 13.3 8.00 13.3GL28h 4 115 315 20 4.75 2.44 6.07 2.54 67.4 65.9 0 32.8 36.4 8.00 13.0 8.00 13.3GL28h 4 115 315 30 5.83 2.53 7.44 2.63 66.4 65.0 0 35.4 37.7 8.00 12.6 8.00 13.3GL28h 5 115 315 10 3.47 2.28 4.31 2.39 68.9 67.8 0 19.2 22.1 10.0 16.7 10.0 16.7GL28h 5 115 315 20 4.75 2.44 6.07 2.54 67.4 65.9 0 22.1 25.4 10.0 16.7 10.0 16.7GL28h 5 115 315 30 5.83 2.53 7.44 2.63 66.4 65.0 0 24.0 27.3 10.0 16.7 10.0 16.7GL28h 6 115 315 10 3.47 2.28 4.31 2.39 68.9 67.8 0 13.7 15.8 12.0 20.0 12.0 20.0GL28h 6 115 315 20 4.75 2.44 6.07 2.54 67.4 65.9 0 15.9 18.2 12.0 20.0 12.0 20.0GL28h 6 115 315 30 5.83 2.53 7.44 2.63 66.4 65.0 0 17.3 19.6 12.0 20.0 12.0 20.0GL28h 7 115 315 10 3.47 2.28 4.31 2.39 68.9 67.8 0 10.2 11.8 14.0 23.3 14.0 23.3GL28h 7 115 315 20 4.75 2.44 6.07 2.54 67.4 65.9 0 11.9 13.7 14.0 23.3 14.0 23.3GL28h 7 115 315 30 5.83 2.53 7.44 2.63 66.4 65.0 0 12.9 14.7 14.0 23.3 14.0 23.3GL28h 8 115 315 10 3.47 2.28 4.31 2.39 68.9 67.8 0 7.90 9.16 16.0 26.7 16.0 26.7GL28h 8 115 315 20 4.75 2.44 6.07 2.54 67.4 65.9 0 9.20 10.6 16.0 26.7 16.0 26.7GL28h 8 115 315 30 5.83 2.53 7.44 2.63 66.4 65.0 0 10.0 11.5 16.0 26.7 16.0 26.7GL28h 9 115 315 10 3.47 2.28 4.31 2.39 68.9 67.8 0 6.29 7.30 18.0 30.0 18.0 30.0GL28h 9 115 315 20 4.75 2.44 6.07 2.54 67.4 65.9 0 7.33 8.46 18.0 30.0 18.0 30.0GL28h 9 115 315 30 5.83 2.53 7.44 2.63 66.4 65.0 0 8.01 9.14 18.0 30.0 18.0 30.0GL28h 4 115 360 10 4.48 3.00 5.59 3.16 80.1 79.1 0 41.1 44.7 8.00 12.6 8.00 13.3GL28h 4 115 360 20 6.18 3.23 8.01 3.39 78.7 77.1 0 45.7 47.9 7.74 11.8 8.00 13.3GL28h 4 115 360 30 7.66 3.37 9.96 3.51 77.6 75.9 0 47.6 49.6 7.46 11.5 8.00 13.3GL28h 5 115 360 10 4.48 3.00 5.59 3.16 80.1 79.1 0 27.9 32.2 10.0 16.7 10.0 16.7GL28h 5 115 360 20 6.18 3.23 8.01 3.39 78.7 77.1 0 32.3 37.2 10.0 16.7 10.0 16.7GL28h 5 115 360 30 7.66 3.37 9.96 3.51 77.6 75.9 0 35.2 39.7 10.0 16.5 10.0 16.7GL28h 6 115 360 10 4.48 3.00 5.59 3.16 80.1 79.1 0 20.0 23.2 12.0 20.0 12.0 20.0GL28h 6 115 360 20 6.18 3.23 8.01 3.39 78.7 77.1 0 23.3 27.0 12.0 20.0 12.0 20.0GL28h 6 115 360 30 7.66 3.37 9.96 3.51 77.6 75.9 0 25.5 29.2 12.0 20.0 12.0 20.0GL28h 7 115 360 10 4.48 3.00 5.59 3.16 80.1 79.1 0 15.0 17.5 14.0 23.3 14.0 23.3GL28h 7 115 360 20 6.18 3.23 8.01 3.39 78.7 77.1 0 17.6 20.4 14.0 23.3 14.0 23.3GL28h 7 115 360 30 7.66 3.37 9.96 3.51 77.6 75.9 0 19.2 22.1 14.0 23.3 14.0 23.3
Appendix C, Raw data Point load at midpoint Beam type 2
C-9
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Beam grade L b h ts
W.b inst
W.t inst
W.b fin
W.t fin
V.Ed inst
V.Ed fin P.
pre P.Ed
instP.Ed fin
ω inst
ω fin
ω inst max
ω fin max
UNIT: m mm mm mm mm³
E+6 mm³
E+6 mm³
E+6 mm³
E+6kN kN N kN kN mm mm mm mm
Input: bs = b - 20mm
GL28h 8 115 360 10 4.48 3.00 5.59 3.16 80.1 79.1 0 11.7 13.6 16.0 26.7 16.0 26.7GL28h 8 115 360 20 6.18 3.23 8.01 3.39 78.7 77.1 0 13.7 15.9 16.0 26.7 16.0 26.7GL28h 8 115 360 30 7.66 3.37 9.96 3.51 77.6 75.9 0 15.0 17.2 16.0 26.7 16.0 26.7GL28h 9 115 360 10 4.48 3.00 5.59 3.16 80.1 79.1 0 9.31 10.9 18.0 30.0 18.0 30.0GL28h 9 115 360 20 6.18 3.23 8.01 3.39 78.7 77.1 0 10.9 12.7 18.0 30.0 18.0 30.0GL28h 9 115 360 30 7.66 3.37 9.96 3.51 77.6 75.9 0 12.0 13.8 18.0 30.0 18.0 30.0GL28h 4 115 405 10 5.58 3.81 6.97 4.03 91.2 90.4 0 53.2 56.3 7.61 11.7 8.00 13.3GL28h 4 115 405 20 7.71 4.12 10.1 4.34 90.0 88.4 0 57.6 60.7 7.19 11.0 8.00 13.3GL28h 4 115 405 30 9.61 4.31 12.7 4.51 88.8 87.0 0 60.3 63.1 6.95 10.7 8.00 13.3GL28h 5 115 405 10 5.58 3.81 6.97 4.03 91.2 90.4 0 38.5 44.5 10.0 16.7 10.0 16.7GL28h 5 115 405 20 7.71 4.12 10.1 4.34 90.0 88.4 0 44.6 48.6 10.0 15.7 10.0 16.7GL28h 5 115 405 30 9.61 4.31 12.7 4.51 88.8 87.0 0 48.2 50.5 9.93 15.2 10.0 16.7GL28h 6 115 405 10 5.58 3.81 6.97 4.03 91.2 90.4 0 27.8 32.3 12.0 20.0 12.0 20.0GL28h 6 115 405 20 7.71 4.12 10.1 4.34 90.0 88.4 0 32.5 37.7 12.0 20.0 12.0 20.0GL28h 6 115 405 30 9.61 4.31 12.7 4.51 88.8 87.0 0 35.5 40.8 12.0 20.0 12.0 20.0GL28h 7 115 405 10 5.58 3.81 6.97 4.03 91.2 90.4 0 21.0 24.4 14.0 23.3 14.0 23.3GL28h 7 115 405 20 7.71 4.12 10.1 4.34 90.0 88.4 0 24.6 28.6 14.0 23.3 14.0 23.3GL28h 7 115 405 30 9.61 4.31 12.7 4.51 88.8 87.0 0 27.0 31.1 14.0 23.3 14.0 23.3GL28h 8 115 405 10 5.58 3.81 6.97 4.03 91.2 90.4 0 16.3 19.1 16.0 26.7 16.0 26.7GL28h 8 115 405 20 7.71 4.12 10.1 4.34 90.0 88.4 0 19.2 22.4 16.0 26.7 16.0 26.7GL28h 8 115 405 30 9.61 4.31 12.7 4.51 88.8 87.0 0 21.1 24.4 16.0 26.7 16.0 26.7GL28h 9 115 405 10 5.58 3.81 6.97 4.03 91.2 90.4 0 13.1 15.3 18.0 30.0 18.0 30.0GL28h 9 115 405 20 7.71 4.12 10.1 4.34 90.0 88.4 0 15.4 18.0 18.0 30.0 18.0 30.0GL28h 9 115 405 30 9.61 4.31 12.7 4.51 88.8 87.0 0 17.0 19.6 18.0 30.0 18.0 30.0GL28h 4 115 450 10 6.75 4.71 8.43 4.99 102 102 0 65.1 69.0 7.13 11.0 8.00 13.3GL28h 4 115 450 20 9.33 5.11 12.3 5.41 101 99.7 0 70.7 74.8 6.79 10.5 8.00 13.3GL28h 4 115 450 30 11.7 5.36 15.6 5.63 100 98.2 0 74.2 77.9 6.58 10.2 8.00 13.3GL28h 5 115 450 10 6.75 4.71 8.43 4.99 102 102 0 50.9 55.2 10.0 15.7 10.0 16.7GL28h 5 115 450 20 9.33 5.11 12.3 5.41 101 99.7 0 56.6 59.8 9.62 14.7 10.0 16.7GL28h 5 115 450 30 11.7 5.36 15.6 5.63 100 98.2 0 59.3 62.3 9.25 14.2 10.0 16.7GL28h 6 115 450 10 6.75 4.71 8.43 4.99 102 102 0 37.1 43.0 12.0 20.0 12.0 20.0GL28h 6 115 450 20 9.33 5.11 12.3 5.41 101 99.7 0 43.3 49.8 12.0 19.8 12.0 20.0GL28h 6 115 450 30 11.7 5.36 15.6 5.63 100 98.2 0 47.4 51.9 12.0 19.0 12.0 20.0GL28h 7 115 450 10 6.75 4.71 8.43 4.99 102 102 0 28.1 32.7 14.0 23.3 14.0 23.3GL28h 7 115 450 20 9.33 5.11 12.3 5.41 101 99.7 0 33.0 38.5 14.0 23.3 14.0 23.3GL28h 7 115 450 30 11.7 5.36 15.6 5.63 100 98.2 0 36.2 41.9 14.0 23.3 14.0 23.3GL28h 8 115 450 10 6.75 4.71 8.43 4.99 102 102 0 22.0 25.7 16.0 26.7 16.0 26.7GL28h 8 115 450 20 9.33 5.11 12.3 5.41 101 99.7 0 25.8 30.3 16.0 26.7 16.0 26.7GL28h 8 115 450 30 11.7 5.36 15.6 5.63 100 98.2 0 28.5 33.0 16.0 26.7 16.0 26.7GL28h 9 115 450 10 6.75 4.71 8.43 4.99 102 102 0 17.6 20.6 18.0 30.0 18.0 30.0GL28h 9 115 450 20 9.33 5.11 12.3 5.41 101 99.7 0 20.8 24.4 18.0 30.0 18.0 30.0GL28h 9 115 450 30 11.7 5.36 15.6 5.63 100 98.2 0 22.9 26.7 18.0 30.0 18.0 30.0GL28h 4 115 495 10 8.01 5.69 9.97 6.04 113 113 0 77.9 82.8 6.76 10.5 8.00 13.3GL28h 4 115 495 20 11.0 6.20 14.5 6.57 113 111 0 84.9 90.1 6.49 10.0 8.00 13.3GL28h 4 115 495 30 13.8 6.51 18.6 6.86 111 109 0 89.2 94.0 6.32 9.81 8.00 13.3GL28h 5 115 495 10 8.01 5.69 9.97 6.04 113 113 0 62.3 66.2 9.58 14.7 10.0 16.7GL28h 5 115 495 20 11.0 6.20 14.5 6.57 113 111 0 67.9 72.0 9.06 13.9 10.0 16.7
Appendix C, Raw data Point load at midpoint Beam type 2
C-10
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Beam grade L b h ts
W.b inst
W.t inst
W.b fin
W.t fin
V.Ed inst
V.Ed fin P.
pre P.Ed
instP.Ed fin
ω inst
ω fin
ω inst max
ω fin max
UNIT: m mm mm mm mm³
E+6 mm³
E+6 mm³
E+6 mm³
E+6kN kN N kN kN mm mm mm mm
Input: bs = b - 20mm
GL28h 5 115 495 30 13.8 6.51 18.6 6.86 111 109 0 71.4 75.2 8.74 13.4 10.0 16.7GL28h 6 115 495 10 8.01 5.69 9.97 6.04 113 113 0 47.9 55.2 12.0 19.9 12.0 20.0GL28h 6 115 495 20 11.0 6.20 14.5 6.57 113 111 0 55.7 60.0 12.0 18.6 12.0 20.0GL28h 6 115 495 30 13.8 6.51 18.6 6.86 111 109 0 59.5 62.7 11.7 17.8 12.0 20.0GL28h 7 115 495 10 8.01 5.69 9.97 6.04 113 113 0 36.5 42.4 14.0 23.3 14.0 23.3GL28h 7 115 495 20 11.0 6.20 14.5 6.57 113 111 0 42.7 49.9 14.0 23.3 14.0 23.3GL28h 7 115 495 30 13.8 6.51 18.6 6.86 111 109 0 47.0 53.7 14.0 23.0 14.0 23.3GL28h 8 115 495 10 8.01 5.69 9.97 6.04 113 113 0 28.6 33.4 16.0 26.7 16.0 26.7GL28h 8 115 495 20 11.0 6.20 14.5 6.57 113 111 0 33.6 39.4 16.0 26.7 16.0 26.7GL28h 8 115 495 30 13.8 6.51 18.6 6.86 111 109 0 37.1 43.1 16.0 26.7 16.0 26.7GL28h 9 115 495 10 8.01 5.69 9.97 6.04 113 113 0 23.0 26.9 18.0 30.0 18.0 30.0GL28h 9 115 495 20 11.0 6.20 14.5 6.57 113 111 0 27.1 31.9 18.0 30.0 18.0 30.0GL28h 9 115 495 30 13.8 6.51 18.6 6.86 111 109 0 30.0 34.9 18.0 30.0 18.0 30.0
Appendix C, Raw data Point load at midpoint Beam type 2
C-11
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
V.Ed inst
V.Ed fin
P.preP.Ed inst
P.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
GL24h
265
225S235
100
0.9500.624
1.140.644
23.823.2
63.019.2
18.62.75
4.334.00
6.671.00
0.710.02
1.000.63
0.01G
L24h2
65225
S23510
200.950
0.6241.14
0.64423.8
23.279.0
19.318.6
2.424.33
4.006.67
1.000.73
0.011.00
0.630.01
GL24h
265
225S235
200
1.240.655
1.500.675
23.122.5
41.018.3
18.13.00
4.684.00
6.671.00
0.560.01
1.000.48
0.01G
L24h2
65225
S23520
201.24
0.6551.50
0.67523.1
22.551.0
18.418.1
2.874.69
4.006.67
1.000.57
0.011.00
0.480.01
GL24h
265
225S235
300
1.460.678
1.760.698
22.822.5
30.018.2
18.33.05
4.774.00
6.671.00
0.480.01
1.000.42
0.01G
L24h2
65225
S23530
201.46
0.6781.76
0.69822.8
22.537.0
18.318.3
2.994.78
4.006.67
1.000.49
0.011.00
0.410.01
GL24h
2.565
225S235
100
0.9500.624
1.140.644
23.823.2
62.015.3
14.93.81
6.025.00
8.331.00
0.700.02
1.000.62
0.01G
L24h2.5
65225
S23510
200.950
0.6241.14
0.64423.8
23.278.0
15.514.9
3.306.00
5.008.33
1.000.73
0.011.00
0.630.01
GL24h
2.565
225S235
200
1.240.655
1.500.675
23.122.5
40.014.6
14.54.21
6.575.00
8.331.00
0.560.01
1.000.48
0.01G
L24h2.5
65225
S23520
201.24
0.6551.50
0.67523.1
22.550.0
14.714.5
4.026.57
5.008.33
1.000.57
0.011.00
0.480.01
GL24h
2.565
225S235
300
1.460.678
1.760.698
22.822.5
30.014.6
14.64.28
6.685.00
8.331.00
0.480.01
1.000.42
0.01G
L24h2.5
65225
S23530
201.46
0.6781.76
0.69822.8
22.537.0
14.614.6
4.186.68
5.008.33
1.000.49
0.011.00
0.410.01
GL24h
365
225S235
100
0.9500.624
1.140.644
23.823.2
63.012.8
12.45.04
7.986.00
10.01.00
0.710.02
1.000.63
0.01G
L24h3
65225
S23510
200.950
0.6241.14
0.64423.8
23.279.0
12.912.4
4.297.97
6.0010.0
1.000.73
0.011.00
0.630.01
GL24h
365
225S235
200
1.240.655
1.500.675
23.122.5
41.012.2
12.15.66
8.826.00
10.01.00
0.560.01
1.000.48
0.01G
L24h3
65225
S23520
201.24
0.6551.50
0.67523.1
22.551.0
12.312.1
5.378.83
6.0010.0
1.000.57
0.011.00
0.480.01
GL24h
365
225S235
300
1.460.678
1.760.698
22.822.5
30.012.1
12.25.78
9.006.00
10.01.00
0.480.01
1.000.42
0.01G
L24h3
65225
S23530
201.46
0.6781.76
0.69822.8
22.538.0
12.212.2
5.618.99
6.0010.0
1.000.49
0.011.00
0.420.01
GL24h
3.565
225S235
100
0.9500.624
1.140.644
23.823.2
62.010.9
10.66.59
10.47.00
11.71.00
0.700.02
1.000.62
0.01G
L24h3.5
65225
S23510
200.950
0.6241.14
0.64423.8
23.278.0
11.010.6
5.5810.4
7.0011.7
1.000.73
0.011.00
0.630.01
GL24h
3.565
225S235
200
1.240.655
1.500.675
23.122.5
40.010.0
10.47.00
11.67.00
11.70.95
0.530.01
1.000.48
0.01G
L24h3.5
65225
S23520
201.24
0.6551.50
0.67523.1
22.550.0
10.510.4
7.0011.6
7.0011.7
1.000.57
0.011.00
0.480.01
GL24h
3.565
225S235
300
1.460.678
1.760.698
22.822.5
33.09.85
10.47.00
11.67.00
11.70.94
0.460.01
1.000.42
0.01G
L24h3.5
65225
S23530
201.46
0.6781.76
0.69822.8
22.541.0
10.210.4
7.0011.7
7.0011.7
0.970.48
0.011.00
0.420.01
GL24h
465
225S235
100
0.9500.624
1.140.644
23.823.2
62.09.36
9.318.00
13.28.00
13.30.97
0.680.02
1.000.62
0.01G
L24h4
65225
S23510
200.950
0.6241.14
0.64423.8
23.278.0
9.669.31
7.0113.2
8.0013.3
1.000.73
0.011.00
0.630.01
GL24h
465
225S235
200
1.240.655
1.500.675
23.122.5
58.08.86
8.978.00
13.38.00
13.30.96
0.560.01
1.000.51
0.01G
L24h4
65225
S23520
201.24
0.6551.50
0.67523.1
22.573.0
9.148.97
7.4813.3
8.0013.3
1.000.62
0.011.00
0.520.01
GL24h
465
225S235
300
1.460.678
1.760.698
22.822.5
56.08.70
8.928.00
13.38.00
13.30.95
0.500.01
1.000.46
0.01G
L24h4
65225
S23530
201.46
0.6781.76
0.69822.8
22.570.0
8.948.92
7.6713.3
8.0013.3
1.000.56
0.011.00
0.460.01
Stress checks =< 1
Input: bs = b - 20mm
Appendix C, Raw data Point load at midpoint Beam type 3
C-12
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
V.Ed inst
V.Ed fin
P.preP.Ed inst
P.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL24h
4.565
225S235
100
0.9500.624
1.140.644
23.823.2
72.08.44
8.269.00
14.99.00
15.00.98
0.710.01
1.000.64
0.01G
L24h4.5
65225
S23510
200.950
0.6241.14
0.64423.8
23.290.0
8.568.26
7.2014.9
9.0015.0
1.000.75
0.011.00
0.640.01
GL24h
4.565
225S235
200
1.240.655
1.500.675
23.122.5
71.07.92
7.819.00
15.09.00
15.00.97
0.600.01
1.000.55
0.01G
L24h4.5
65225
S23520
201.24
0.6551.50
0.67523.1
22.589.0
7.927.81
7.6715.0
9.0015.0
1.000.66
0.011.00
0.550.01
GL24h
4.565
225S235
300
1.460.678
1.760.698
22.822.5
71.07.69
7.669.00
15.09.00
15.00.97
0.540.01
1.000.50
0.01G
L24h4.5
65225
S23530
201.46
0.6781.76
0.69822.8
22.588.0
7.607.66
7.9215.0
9.0015.0
1.000.61
0.011.00
0.500.01
GL24h
565
225S235
100
0.9500.624
1.140.644
23.823.2
80.07.68
7.3810.0
16.510.0
16.70.99
0.730.01
1.000.66
0.01G
L24h5
65225
S23510
200.950
0.6241.14
0.64423.8
23.299.0
7.657.39
7.2416.7
10.016.7
1.000.78
0.011.00
0.660.01
GL24h
565
225S235
200
1.240.655
1.500.675
23.122.5
81.07.13
6.8710.0
16.610.0
16.70.98
0.630.01
1.000.58
0.01G
L24h5
65225
S23520
201.24
0.6551.50
0.67523.1
22.5101
6.916.87
7.6416.6
10.016.7
1.000.70
0.011.00
0.580.01
GL24h
565
225S235
300
1.460.678
1.760.698
22.822.5
81.06.81
6.6610.0
16.710.0
16.70.98
0.580.01
1.000.54
0.01G
L24h5
65225
S23530
201.46
0.6781.76
0.69822.8
22.5101
6.526.66
7.9716.7
10.016.7
1.000.66
0.011.00
0.530.01
GL24h
5.565
225S235
100
0.9500.624
1.140.644
23.823.2
86.07.01
6.6611.0
18.211.0
18.31.00
0.750.01
1.000.68
0.01G
L24h5.5
65225
S23510
200.950
0.6241.14
0.64423.8
23.2107
6.876.66
6.9318.3
11.018.3
1.000.80
0.011.00
0.680.01
GL24h
5.565
225S235
200
1.240.655
1.500.675
23.122.5
88.06.44
6.1111.0
18.311.0
18.30.99
0.650.01
1.000.60
0.01G
L24h5.5
65225
S23520
201.24
0.6551.50
0.67523.1
22.5110
6.106.11
7.4618.3
11.018.3
1.000.73
0.011.00
0.600.01
GL24h
5.565
225S235
300
1.460.678
1.760.698
22.822.5
89.06.10
5.8611.0
18.311.0
18.30.98
0.610.01
1.000.56
0.01G
L24h5.5
65225
S23530
201.46
0.6781.76
0.69822.8
22.5111
5.655.86
7.8418.3
11.018.3
1.000.70
0.011.00
0.560.01
GL24h
265
270S235
100
1.390.924
1.700.962
29.528.9
89.029.7
28.72.42
3.854.00
6.671.00
0.730.02
1.000.65
0.01G
L24h2
65270
S23510
201.39
0.9241.70
0.96229.5
28.9111
30.028.7
2.063.85
4.006.67
1.000.76
0.021.00
0.650.01
GL24h
265
270S235
200
1.870.980
2.331.02
28.728.0
59.028.0
27.62.73
4.274.00
6.671.00
0.570.01
1.000.48
0.01G
L24h2
65270
S23520
201.87
0.9802.33
1.0228.7
28.074.0
28.327.6
2.584.27
4.006.67
1.000.59
0.011.00
0.480.01
GL24h
265
270S235
300
2.251.02
2.811.05
28.327.7
44.027.6
27.52.80
4.384.00
6.671.00
0.480.01
1.000.40
0.01G
L24h2
65270
S23530
202.25
1.022.81
1.0528.3
27.755.0
27.827.5
2.724.38
4.006.67
1.000.49
0.011.00
0.400.01
GL24h
2.565
270S235
100
1.390.924
1.700.962
29.528.9
89.023.8
23.03.12
4.995.00
8.331.00
0.730.02
1.000.65
0.01G
L24h2.5
65270
S23510
201.39
0.9241.70
0.96229.5
28.9111
24.023.0
2.565.00
5.008.33
1.000.76
0.021.00
0.650.01
GL24h
2.565
270S235
200
1.870.980
2.331.02
28.728.0
59.022.4
22.13.64
5.705.00
8.331.00
0.570.01
1.000.48
0.01G
L24h2.5
65270
S23520
201.87
0.9802.33
1.0228.7
28.073.0
22.622.1
3.425.71
5.008.33
1.000.59
0.011.00
0.480.01
GL24h
2.565
270S235
300
2.251.02
2.811.05
28.327.7
44.022.1
22.03.76
5.875.00
8.331.00
0.480.01
1.000.40
0.01G
L24h2.5
65270
S23530
202.25
1.022.81
1.0528.3
27.755.0
22.222.0
3.635.87
5.008.33
1.000.49
0.011.00
0.400.01
Appendix C, Raw data Point load at midpoint Beam type 3
C-13
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
V.Ed inst
V.Ed fin
P.preP.Ed inst
P.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL24h
365
270S235
100
1.390.924
1.700.962
29.528.9
88.019.8
19.14.01
6.446.00
10.01.00
0.730.02
1.000.65
0.01G
L24h3
65270
S23510
201.39
0.9241.70
0.96229.5
28.9110
20.019.1
3.206.44
6.0010.0
1.000.76
0.021.00
0.650.01
GL24h
365
270S235
200
1.870.980
2.331.02
28.728.0
59.018.7
18.44.75
7.446.00
10.01.00
0.570.01
1.000.48
0.01G
L24h3
65270
S23520
201.87
0.9802.33
1.0228.7
28.074.0
18.918.4
4.407.43
6.0010.0
1.000.59
0.011.00
0.480.01
GL24h
365
270S235
300
2.251.02
2.811.05
28.327.7
44.018.4
18.34.93
7.696.00
10.01.00
0.480.01
1.000.40
0.01G
L24h3
65270
S23530
202.25
1.022.81
1.0528.3
27.755.0
18.518.3
4.757.69
6.0010.0
1.000.49
0.011.00
0.400.01
GL24h
3.565
270S235
100
1.390.924
1.700.962
29.528.9
89.017.0
16.44.99
8.057.00
11.71.00
0.730.02
1.000.65
0.01G
L24h3.5
65270
S23510
201.39
0.9241.70
0.96229.5
28.9111
17.116.4
3.878.06
7.0011.7
1.000.76
0.021.00
0.650.01
GL24h
3.565
270S235
200
1.870.980
2.331.02
28.728.0
59.016.0
15.86.07
9.497.00
11.71.00
0.570.01
1.000.48
0.01G
L24h3.5
65270
S23520
201.87
0.9802.33
1.0228.7
28.073.0
16.215.8
5.629.52
7.0011.7
1.000.59
0.011.00
0.480.01
GL24h
3.565
270S235
300
2.251.02
2.811.05
28.327.7
44.015.8
15.76.31
9.837.00
11.71.00
0.480.01
1.000.40
0.01G
L24h3.5
65270
S23530
202.25
1.022.81
1.0528.3
27.755.0
15.915.7
6.069.83
7.0011.7
1.000.49
0.011.00
0.400.01
GL24h
465
270S235
100
1.390.924
1.700.962
29.528.9
88.014.8
14.36.22
10.08.00
13.31.00
0.730.02
1.000.65
0.01G
L24h4
65270
S23510
201.39
0.9241.70
0.96229.5
28.9110
15.014.3
4.7710.0
8.0013.3
1.000.76
0.021.00
0.650.01
GL24h
465
270S235
200
1.870.980
2.331.02
28.728.0
58.014.0
13.87.62
11.98.00
13.31.00
0.560.01
1.000.48
0.01G
L24h4
65270
S23520
201.87
0.9802.33
1.0228.7
28.073.0
14.113.8
7.0011.9
8.0013.3
1.000.59
0.011.00
0.480.01
GL24h
465
270S235
300
2.251.02
2.811.05
28.327.7
44.013.8
13.87.91
12.38.00
13.31.00
0.480.01
1.000.40
0.01G
L24h4
65270
S23530
202.25
1.022.81
1.0528.3
27.754.0
13.913.8
7.6212.3
8.0013.3
1.000.49
0.011.00
0.400.01
GL24h
4.565
270S235
100
1.390.924
1.700.962
29.528.9
88.013.2
12.87.56
12.29.00
15.01.00
0.730.02
1.000.65
0.01G
L24h4.5
65270
S23510
201.39
0.9241.70
0.96229.5
28.9110
13.312.8
5.7212.2
9.0015.0
1.000.76
0.021.00
0.650.01
GL24h
4.565
270S235
200
1.870.980
2.331.02
28.728.0
59.012.2
12.39.00
14.59.00
15.00.97
0.550.01
1.000.48
0.01G
L24h4.5
65270
S23520
201.87
0.9802.33
1.0228.7
28.073.0
12.612.3
8.5714.6
9.0015.0
1.000.59
0.011.00
0.480.01
GL24h
4.565
270S235
300
2.251.02
2.811.05
28.327.7
47.011.6
12.29.00
15.09.00
15.00.94
0.450.01
1.000.41
0.01G
L24h4.5
65270
S23530
202.25
1.022.81
1.0528.3
27.758.0
12.212.2
9.0015.0
9.0015.0
0.980.49
0.011.00
0.410.01
GL24h
565
270S235
100
1.390.924
1.700.962
29.528.9
88.011.9
11.59.06
14.710.0
16.71.00
0.730.02
1.000.65
0.01G
L24h5
65270
S23510
201.39
0.9241.70
0.96229.5
28.9110
12.011.5
6.7814.7
10.016.7
1.000.76
0.021.00
0.650.01
GL24h
565
270S235
200
1.870.980
2.331.02
28.728.0
69.010.9
11.010.0
16.710.0
16.70.96
0.560.01
1.000.50
0.01G
L24h5
65270
S23520
201.87
0.9802.33
1.0228.7
28.087.0
11.311.0
9.2716.6
10.016.7
1.000.61
0.011.00
0.500.01
GL24h
565
270S235
300
2.251.02
2.811.05
28.327.7
67.010.7
10.910.0
16.610.0
16.70.96
0.490.01
1.000.44
0.01G
L24h5
65270
S23530
202.25
1.022.81
1.0528.3
27.783.0
11.010.9
9.5716.7
10.016.7
1.000.54
0.011.00
0.440.01
Appendix C, Raw data Point load at midpoint Beam type 3
C-14
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
V.Ed inst
V.Ed fin
P.preP.Ed inst
P.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL24h
5.565
270S235
100
1.390.924
1.700.962
29.528.9
89.010.8
10.410.6
17.211.0
18.31.00
0.730.02
1.000.65
0.01G
L24h5.5
65270
S23510
201.39
0.9241.70
0.96229.5
28.9111
10.910.4
7.8217.2
11.018.3
1.000.76
0.021.00
0.650.01
GL24h
5.565
270S235
200
1.870.980
2.331.02
28.728.0
82.010.0
9.9211.0
18.211.0
18.30.97
0.590.01
1.000.53
0.01G
L24h5.5
65270
S23520
201.87
0.9802.33
1.0228.7
28.0102
10.29.92
9.4618.3
11.018.3
1.000.65
0.011.00
0.530.01
GL24h
5.565
270S235
300
2.251.02
2.811.05
28.327.7
81.09.73
9.6911.0
18.311.0
18.30.97
0.520.01
1.000.47
0.01G
L24h5.5
65270
S23530
202.25
1.022.81
1.0528.3
27.7101
9.779.69
9.7418.3
11.018.3
1.000.59
0.011.00
0.470.01
GL24h
665
270S235
100
1.390.924
1.700.962
29.528.9
90.09.82
9.5612.0
19.912.0
20.00.99
0.720.02
1.000.65
0.01G
L24h6
65270
S23510
201.39
0.9241.70
0.96229.5
28.9112
10.09.56
8.9220.0
12.020.0
1.000.77
0.011.00
0.650.01
GL24h
665
270S235
200
1.870.980
2.331.02
28.728.0
91.09.24
8.9912.0
20.012.0
20.00.98
0.610.01
1.000.55
0.01G
L24h6
65270
S23520
201.87
0.9802.33
1.0228.7
28.0114
9.218.99
9.4519.9
12.020.0
1.000.68
0.011.00
0.550.01
GL24h
665
270S235
300
2.251.02
2.811.05
28.327.7
91.08.87
8.7012.0
20.012.0
20.00.97
0.550.01
1.000.50
0.01G
L24h6
65270
S23530
202.25
1.022.81
1.0528.3
27.7114
8.728.70
9.8320.0
12.020.0
1.000.63
0.011.00
0.500.01
GL24h
265
315S235
100
1.891.28
2.341.34
35.134.6
11742.8
41.12.29
3.664.00
6.671.00
0.750.02
1.000.68
0.01G
L24h2
65315
S23510
201.89
1.282.34
1.3435.1
34.6147
43.241.1
1.893.65
4.006.67
1.000.80
0.011.00
0.680.01
GL24h
265
315S235
200
2.571.37
3.281.43
34.433.7
80.040.0
39.12.61
4.104.00
6.671.00
0.580.01
1.000.50
0.01G
L24h2
65315
S23520
202.57
1.373.28
1.4334.4
33.7100
40.439.1
2.454.10
4.006.67
1.000.62
0.011.00
0.500.01
GL24h
265
315S235
300
3.151.42
4.021.48
33.933.2
60.039.0
38.72.70
4.234.00
6.671.00
0.490.01
1.000.41
0.01G
L24h2
65315
S23530
203.15
1.424.02
1.4833.9
33.275.0
39.338.7
2.614.23
4.006.67
1.000.51
0.011.00
0.410.01
GL24h
2.565
315S235
100
1.891.28
2.341.34
35.134.6
11734.2
32.92.77
4.465.00
8.331.00
0.750.02
1.000.68
0.01G
L24h2.5
65315
S23510
201.89
1.282.34
1.3435.1
34.6147
34.632.9
2.134.44
5.008.33
1.000.80
0.011.00
0.680.01
GL24h
2.565
315S235
200
2.571.37
3.281.43
34.433.7
80.032.0
31.33.32
5.225.00
8.331.00
0.580.01
1.000.50
0.01G
L24h2.5
65315
S23520
202.57
1.373.28
1.4334.4
33.799.0
32.331.3
3.075.23
5.008.33
1.000.61
0.011.00
0.500.01
GL24h
2.565
315S235
300
3.151.42
4.021.48
33.933.2
61.031.2
30.93.46
5.425.00
8.331.00
0.490.01
1.000.41
0.01G
L24h2.5
65315
S23530
203.15
1.424.02
1.4833.9
33.276.0
31.530.9
3.325.42
5.008.33
1.000.51
0.011.00
0.410.01
GL24h
365
315S235
100
1.891.28
2.341.34
35.134.6
11828.5
27.43.32
5.406.00
10.01.00
0.760.02
1.000.68
0.01G
L24h3
65315
S23510
201.89
1.282.34
1.3435.1
34.6146
28.827.4
2.465.45
6.0010.0
1.000.80
0.011.00
0.680.01
GL24h
365
315S235
200
2.571.37
3.281.43
34.433.7
80.026.6
26.14.18
6.586.00
10.01.00
0.580.01
1.000.50
0.01G
L24h3
65315
S23520
202.57
1.373.28
1.4334.4
33.799.0
26.926.1
3.826.60
6.0010.0
1.000.61
0.011.00
0.500.01
GL24h
365
315S235
300
3.151.42
4.021.48
33.933.2
60.026.0
25.84.41
6.906.00
10.01.00
0.490.01
1.000.41
0.01G
L24h3
65315
S23530
203.15
1.424.02
1.4833.9
33.275.0
26.225.8
4.216.90
6.0010.0
1.000.51
0.011.00
0.410.01
Appendix C, Raw data Point load at midpoint Beam type 3
C-15
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
V.Ed inst
V.Ed fin
P.preP.Ed inst
P.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL24h
3.565
315S235
100
1.891.28
2.341.34
35.134.6
11824.5
23.53.99
6.557.00
11.71.00
0.760.02
1.000.68
0.01G
L24h3.5
65315
S23510
201.89
1.282.34
1.3435.1
34.6147
24.723.5
2.786.57
7.0011.7
1.000.80
0.011.00
0.680.01
GL24h
3.565
315S235
200
2.571.37
3.281.43
34.433.7
80.022.8
22.35.20
8.197.00
11.71.00
0.580.01
1.000.50
0.01G
L24h3.5
65315
S23520
202.57
1.373.28
1.4334.4
33.7100
23.122.3
4.678.19
7.0011.7
1.000.62
0.011.00
0.500.01
GL24h
3.565
315S235
300
3.151.42
4.021.48
33.933.2
60.022.3
22.15.53
8.637.00
11.71.00
0.490.01
1.000.41
0.01G
L24h3.5
65315
S23530
203.15
1.424.02
1.4833.9
33.275.0
22.522.1
5.248.63
7.0011.7
1.000.51
0.011.00
0.410.01
GL24h
465
315S235
100
1.891.28
2.341.34
35.134.6
11721.4
20.54.82
7.948.00
13.31.00
0.750.02
1.000.68
0.01G
L24h4
65315
S23510
201.89
1.282.34
1.3435.1
34.6146
21.620.5
3.247.95
8.0013.3
1.000.80
0.011.00
0.680.01
GL24h
465
315S235
200
2.571.37
3.281.43
34.433.7
79.020.0
19.56.41
10.18.00
13.31.00
0.580.01
1.000.50
0.01G
L24h4
65315
S23520
202.57
1.373.28
1.4334.4
33.799.0
20.219.5
5.7210.1
8.0013.3
1.000.61
0.011.00
0.500.01
GL24h
465
315S235
300
3.151.42
4.021.48
33.933.2
60.019.5
19.36.81
10.68.00
13.31.00
0.490.01
1.000.41
0.01G
L24h4
65315
S23530
203.15
1.424.02
1.4833.9
33.275.0
19.719.3
6.4410.6
8.0013.3
1.000.51
0.011.00
0.410.01
GL24h
4.565
315S235
100
1.891.28
2.341.34
35.134.6
11719.0
18.35.71
9.459.00
15.01.00
0.750.02
1.000.68
0.01G
L24h4.5
65315
S23510
201.89
1.282.34
1.3435.1
34.6146
19.218.3
3.719.47
9.0015.0
1.000.80
0.011.00
0.680.01
GL24h
4.565
315S235
200
2.571.37
3.281.43
34.433.7
80.017.8
17.47.71
12.19.00
15.01.00
0.580.01
1.000.50
0.01G
L24h4.5
65315
S23520
202.57
1.373.28
1.4334.4
33.799.0
17.917.4
6.8812.2
9.0015.0
1.000.61
0.011.00
0.500.01
GL24h
4.565
315S235
300
3.151.42
4.021.48
33.933.2
59.017.3
17.28.30
12.99.00
15.01.00
0.490.01
1.000.41
0.01G
L24h4.5
65315
S23530
203.15
1.424.02
1.4833.9
33.274.0
17.517.2
7.8312.9
9.0015.0
1.000.50
0.011.00
0.410.01
GL24h
565
315S235
100
1.891.28
2.341.34
35.134.6
11717.1
16.46.71
11.110.0
16.71.00
0.750.02
1.000.68
0.01G
L24h5
65315
S23510
201.89
1.282.34
1.3435.1
34.6147
17.316.4
4.1411.1
10.016.7
1.000.80
0.011.00
0.680.01
GL24h
565
315S235
200
2.571.37
3.281.43
34.433.7
80.016.0
15.69.20
14.510.0
16.71.00
0.580.01
1.000.50
0.01G
L24h5
65315
S23520
202.57
1.373.28
1.4334.4
33.799.0
16.115.6
8.1714.6
10.016.7
1.000.61
0.011.00
0.500.01
GL24h
565
315S235
300
3.151.42
4.021.48
33.933.2
61.015.6
15.59.87
15.410.0
16.71.00
0.490.01
1.000.41
0.01G
L24h5
65315
S23530
203.15
1.424.02
1.4833.9
33.276.0
15.715.5
9.2715.4
10.016.7
1.000.51
0.011.00
0.410.01
GL24h
5.565
315S235
100
1.891.28
2.341.34
35.134.6
11615.5
14.97.91
13.211.0
18.31.00
0.750.02
1.000.68
0.01G
L24h5.5
65315
S23510
201.89
1.282.34
1.3435.1
34.6145
15.714.9
4.9213.2
11.018.3
1.000.80
0.021.00
0.680.01
GL24h
5.565
315S235
200
2.571.37
3.281.43
34.433.7
80.014.5
14.210.9
17.111.0
18.31.00
0.580.01
1.000.50
0.01G
L24h5.5
65315
S23520
202.57
1.373.28
1.4334.4
33.7100
14.714.2
9.5317.1
11.018.3
1.000.62
0.011.00
0.500.01
GL24h
5.565
315S235
300
3.151.42
4.021.48
33.933.2
59.013.5
14.111.0
18.311.0
18.30.94
0.460.01
1.000.41
0.01G
L24h5.5
65315
S23530
203.15
1.424.02
1.4833.9
33.274.0
14.314.1
11.018.3
11.018.3
1.000.50
0.011.00
0.410.01
Appendix C, Raw data Point load at midpoint Beam type 3
C-16
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
V.Ed inst
V.Ed fin
P.preP.Ed inst
P.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL24h
665
315S235
100
1.891.28
2.341.34
35.134.6
11714.3
13.79.03
15.112.0
20.01.00
0.750.02
1.000.68
0.01G
L24h6
65315
S23510
201.89
1.282.34
1.3435.1
34.6146
14.413.7
5.4515.1
12.020.0
1.000.80
0.011.00
0.680.01
GL24h
665
315S235
200
2.571.37
3.281.43
34.433.7
80.012.9
13.012.0
19.912.0
20.00.96
0.560.01
1.000.50
0.01G
L24h6
65315
S23520
202.57
1.373.28
1.4334.4
33.7100
13.513.0
11.119.9
12.020.0
1.000.62
0.011.00
0.500.01
GL24h
665
315S235
300
3.151.42
4.021.48
33.933.2
77.012.6
12.812.0
19.912.0
20.00.96
0.490.01
1.000.43
0.01G
L24h6
65315
S23530
203.15
1.424.02
1.4833.9
33.296.0
13.112.8
11.420.0
12.020.0
1.000.54
0.011.00
0.430.01
GL24h
6.565
315S235
100
1.891.28
2.341.34
35.134.6
11613.2
12.610.5
17.513.0
21.71.00
0.750.02
1.000.68
0.01G
L24h6.5
65315
S23510
201.89
1.282.34
1.3435.1
34.6145
13.312.6
6.3017.5
13.021.7
1.000.80
0.021.00
0.680.01
GL24h
6.565
315S235
200
2.571.37
3.281.43
34.433.7
92.012.1
12.013.0
21.613.0
21.70.97
0.590.01
1.000.52
0.01G
L24h6.5
65315
S23520
202.57
1.373.28
1.4334.4
33.7114
12.412.0
11.321.7
13.021.7
1.000.64
0.011.00
0.520.01
GL24h
6.565
315S235
300
3.151.42
4.021.48
33.933.2
90.011.7
11.713.0
21.613.0
21.70.96
0.510.01
1.000.46
0.01G
L24h6.5
65315
S23530
203.15
1.424.02
1.4833.9
33.2113
12.011.7
11.621.6
13.021.7
1.000.58
0.011.00
0.460.01
GL24h
765
315S235
100
1.891.28
2.341.34
35.134.6
11712.2
11.711.8
19.714.0
23.31.00
0.750.02
1.000.68
0.01G
L24h7
65315
S23510
201.89
1.282.34
1.3435.1
34.6146
12.311.7
6.8919.8
14.023.3
1.000.80
0.011.00
0.680.01
GL24h
765
315S235
200
2.571.37
3.281.43
34.433.7
10111.3
11.114.0
23.314.0
23.30.98
0.610.01
1.000.54
0.01G
L24h7
65315
S23520
202.57
1.373.28
1.4334.4
33.7126
11.511.1
11.323.3
14.023.3
1.000.66
0.011.00
0.540.01
GL24h
765
315S235
300
3.151.42
4.021.48
33.933.2
10110.9
10.714.0
23.314.0
23.30.97
0.540.01
1.000.48
0.01G
L24h7
65315
S23530
203.15
1.424.02
1.4833.9
33.2126
10.910.7
11.723.3
14.023.3
1.000.61
0.011.00
0.480.01
GL28h
490
225S235
100
1.330.866
1.600.894
36.635.7
10714.9
14.88.00
13.38.00
13.30.97
0.690.02
1.000.64
0.01G
L28h4
90225
S23510
201.33
0.8661.60
0.89436.6
35.7134
15.214.8
6.7113.3
8.0013.3
1.000.75
0.021.00
0.640.01
GL28h
490
225S235
200
1.730.909
2.100.936
35.534.6
10514.1
14.18.00
13.38.00
13.30.96
0.580.01
1.000.54
0.01G
L28h4
90225
S23520
201.73
0.9092.10
0.93635.5
34.6132
14.214.1
7.0313.3
8.0013.3
1.000.65
0.011.00
0.540.01
GL28h
490
225S235
300
2.050.940
2.470.969
35.134.5
10413.8
13.98.00
13.38.00
13.30.96
0.530.01
1.000.49
0.01G
L28h4
90225
S23530
202.05
0.9402.47
0.96935.1
34.5130
13.713.9
7.2013.3
8.0013.3
1.000.60
0.011.00
0.490.01
GL28h
590
225S235
100
1.330.866
1.600.894
36.635.7
13212.1
11.610.0
16.610.0
16.70.99
0.740.02
1.000.68
0.01G
L28h5
90225
S23510
201.33
0.8661.60
0.89436.6
35.7165
11.811.6
6.4516.6
10.016.7
1.000.79
0.011.00
0.680.01
GL28h
590
225S235
200
1.730.909
2.100.936
35.534.6
13411.1
10.710.0
16.710.0
16.70.98
0.640.01
1.000.59
0.01G
L28h5
90225
S23520
201.73
0.9092.10
0.93635.5
34.6168
10.510.7
6.9916.7
10.016.7
1.000.73
0.011.00
0.600.01
GL28h
590
225S235
300
2.050.940
2.470.969
35.134.5
13610.6
10.310.0
16.610.0
16.70.98
0.600.01
1.000.56
0.01G
L28h5
90225
S23530
202.05
0.9402.47
0.96935.1
34.5170
9.7710.3
7.2216.6
10.016.7
1.000.69
0.011.00
0.560.01
Appendix C, Raw data Point load at midpoint Beam type 3
C-17
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
V.Ed inst
V.Ed fin
P.preP.Ed inst
P.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
690
225S235
100
1.330.866
1.600.894
36.635.7
14710.0
9.4511.9
20.012.0
20.01.00
0.770.01
1.000.70
0.01G
L28h6
90225
S23510
201.33
0.8661.60
0.89436.6
35.7184
9.559.44
5.4320.0
12.020.0
1.000.83
0.011.00
0.700.01
GL28h
690
225S235
200
1.730.909
2.100.936
35.534.6
1529.11
8.4712.0
20.012.0
20.01.00
0.690.01
1.000.64
0.01G
L28h6
90225
S23520
201.73
0.9092.10
0.93635.5
34.6190
8.198.47
6.1820.0
12.020.0
1.000.78
0.011.00
0.640.01
GL28h
690
225S235
300
2.050.940
2.470.969
35.134.5
1558.53
8.0012.0
20.012.0
20.01.00
0.650.01
1.000.61
0.01G
L28h6
90225
S23530
202.05
0.9402.47
0.96935.1
34.5193
7.377.99
6.6320.0
12.020.0
1.000.76
0.011.00
0.610.01
GL28h
790
225S235
100
1.330.866
1.600.894
36.635.7
1588.52
7.9413.4
23.214.0
23.31.00
0.780.01
1.000.73
0.01G
L28h7
90225
S23510
201.33
0.8661.60
0.89436.6
35.7197
7.977.95
3.6323.3
14.023.3
1.000.86
0.011.00
0.720.01
GL28h
790
225S235
200
1.730.909
2.100.936
35.534.6
1647.60
6.9713.7
23.314.0
23.31.00
0.720.01
1.000.67
0.01G
L28h7
90225
S23520
201.73
0.9092.10
0.93635.5
34.6205
6.616.97
4.6123.3
14.023.3
1.000.83
0.011.00
0.670.01
GL28h
790
225S235
300
2.050.940
2.470.969
35.134.5
1687.03
6.4713.8
23.314.0
23.31.00
0.690.01
1.000.65
0.01G
L28h7
90225
S23530
202.05
0.9402.47
0.96935.1
34.5206
5.896.43
5.9223.3
14.023.3
1.000.80
0.010.98
0.630.01
GL28h
490
270S235
100
1.951.28
2.391.34
45.344.4
12623.4
22.77.13
11.48.00
13.31.00
0.710.02
1.000.63
0.02G
L28h4
90270
S23510
201.95
1.282.39
1.3445.3
44.4158
23.622.7
5.7411.4
8.0013.3
1.000.75
0.021.00
0.630.02
GL28h
490
270S235
200
2.621.36
3.271.41
44.143.1
84.021.6
22.18.00
13.08.00
13.30.97
0.540.01
1.000.47
0.01G
L28h4
90270
S23520
202.62
1.363.27
1.4144.1
43.1105
22.522.1
7.7713.0
8.0013.3
1.000.57
0.011.00
0.470.01
GL28h
490
270S235
300
3.161.41
3.941.46
43.542.6
64.020.8
22.18.00
13.38.00
13.30.94
0.440.01
1.000.40
0.01G
L28h4
90270
S23530
203.16
1.413.94
1.4643.5
42.679.0
21.622.1
8.0013.3
8.0013.3
0.970.47
0.011.00
0.400.01
GL28h
590
270S235
100
1.951.28
2.391.34
45.344.4
12718.3
18.210.0
16.610.0
16.70.98
0.700.02
1.000.63
0.02G
L28h5
90270
S23510
201.95
1.282.39
1.3445.3
44.4159
18.918.2
8.2016.6
10.016.7
1.000.75
0.021.00
0.630.02
GL28h
590
270S235
200
2.621.36
3.271.41
44.143.1
12517.4
17.410.0
16.610.0
16.70.97
0.580.01
1.000.52
0.01G
L28h5
90270
S23520
202.62
1.363.27
1.4144.1
43.1156
17.717.4
8.7416.7
10.016.7
1.000.64
0.011.00
0.520.01
GL28h
590
270S235
300
3.161.41
3.941.46
43.542.6
12317.0
17.010.0
16.710.0
16.70.96
0.520.01
1.000.47
0.01G
L28h5
90270
S23530
203.16
1.413.94
1.4643.5
42.6154
17.117.0
8.9616.7
10.016.7
1.000.58
0.011.00
0.470.01
GL28h
690
270S235
100
1.951.28
2.391.34
45.344.4
15015.6
15.112.0
20.012.0
20.00.99
0.730.02
1.000.66
0.01G
L28h6
90270
S23510
201.95
1.282.39
1.3445.3
44.4188
15.615.1
7.9919.9
12.020.0
1.000.78
0.021.00
0.660.01
GL28h
690
270S235
200
2.621.36
3.271.41
44.143.1
15314.6
14.012.0
20.012.0
20.00.98
0.630.01
1.000.57
0.01G
L28h6
90270
S23520
202.62
1.363.27
1.4144.1
43.1191
14.214.0
8.7320.0
12.020.0
1.000.70
0.011.00
0.570.01
GL28h
690
270S235
300
3.161.41
3.941.46
43.542.6
15413.9
13.512.0
20.012.0
20.00.98
0.570.01
1.000.53
0.01G
L28h6
90270
S23530
203.16
1.413.94
1.4643.5
42.6193
13.313.5
9.0420.0
12.020.0
1.000.66
0.011.00
0.530.01
Appendix C, Raw data Point load at midpoint Beam type 3
C-18
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
V.Ed inst
V.Ed fin
P.preP.Ed inst
P.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
790
270S235
100
1.951.28
2.391.34
45.344.4
16613.5
12.813.9
23.314.0
23.31.00
0.760.02
1.000.69
0.01G
L28h7
90270
S23510
201.95
1.282.39
1.3445.3
44.4207
13.212.8
7.2223.3
14.023.3
1.000.81
0.011.00
0.680.01
GL28h
790
270S235
200
2.621.36
3.271.41
44.143.1
17212.5
11.714.0
23.314.0
23.31.00
0.670.01
1.000.61
0.01G
L28h7
90270
S23520
202.62
1.363.27
1.4144.1
43.1215
11.711.7
7.9623.3
14.023.3
1.000.75
0.011.00
0.610.01
GL28h
790
270S235
300
3.161.41
3.941.46
43.542.6
17411.7
11.014.0
23.314.0
23.30.99
0.620.01
1.000.57
0.01G
L28h7
90270
S23530
203.16
1.413.94
1.4643.5
42.6218
10.711.1
8.5523.3
14.023.3
1.000.72
0.011.00
0.570.01
GL28h
890
270S235
100
1.951.28
2.391.34
45.344.4
17711.8
11.115.5
26.716.0
26.71.00
0.770.02
1.000.70
0.01G
L28h8
90270
S23510
201.95
1.282.39
1.3445.3
44.4222
11.411.1
5.5626.5
16.026.7
1.000.83
0.011.00
0.700.01
GL28h
890
270S235
200
2.621.36
3.271.41
44.143.1
18510.7
9.9515.7
26.716.0
26.71.00
0.690.01
1.000.63
0.01G
L28h8
90270
S23520
202.62
1.363.27
1.4144.1
43.1231
9.839.95
6.7826.7
16.026.7
1.000.79
0.011.00
0.630.01
GL28h
890
270S235
300
3.161.41
3.941.46
43.542.6
18910.0
9.2915.9
26.716.0
26.71.00
0.650.01
1.000.61
0.01G
L28h8
90270
S23530
203.16
1.413.94
1.4643.5
42.6236
8.799.29
7.4326.7
16.026.7
1.000.77
0.011.00
0.600.01
GL28h
490
315S235
100
2.651.77
3.281.86
54.053.2
16733.5
32.45.68
9.228.00
13.31.00
0.740.02
1.000.66
0.02G
L28h4
90315
S23510
202.65
1.773.28
1.8654.0
53.2209
33.832.4
4.189.21
8.0013.3
1.000.78
0.021.00
0.660.02
GL28h
490
315S235
200
3.611.90
4.611.98
52.951.7
11331.7
31.27.09
11.18.00
13.31.00
0.570.02
1.000.49
0.01G
L28h4
90315
S23520
203.61
1.904.61
1.9852.9
51.7141
32.031.2
6.4611.1
8.0013.3
1.000.60
0.021.00
0.490.01
GL28h
490
315S235
300
4.431.97
5.652.05
52.151.0
86.031.1
31.07.42
11.58.00
13.31.00
0.480.01
1.000.40
0.01G
L28h4
90315
S23530
204.43
1.975.65
2.0552.1
51.0107
31.331.0
7.0811.6
8.0013.3
1.000.49
0.011.00
0.400.01
GL28h
590
315S235
100
2.651.77
3.281.86
54.053.2
16626.8
25.98.08
13.210.0
16.71.00
0.740.02
1.000.66
0.02G
L28h5
90315
S23510
202.65
1.773.28
1.8654.0
53.2208
27.125.9
5.7313.1
10.016.7
1.000.78
0.021.00
0.660.02
GL28h
590
315S235
200
3.611.90
4.611.98
52.951.7
11324.9
25.010.0
16.110.0
16.70.98
0.560.02
1.000.49
0.01G
L28h5
90315
S23520
203.61
1.904.61
1.9852.9
51.7142
25.625.0
9.2416.0
10.016.7
1.000.60
0.021.00
0.490.01
GL28h
590
315S235
300
4.431.97
5.652.05
52.151.0
90.023.6
24.810.0
16.610.0
16.70.94
0.450.01
1.000.40
0.01G
L28h5
90315
S23530
204.43
1.975.65
2.0552.1
51.0112
24.924.8
10.016.7
10.016.7
0.990.49
0.011.00
0.400.01
GL28h
690
315S235
100
2.651.77
3.281.86
54.053.2
16622.3
21.611.0
17.912.0
20.01.00
0.740.02
1.000.66
0.02G
L28h6
90315
S23510
202.65
1.773.28
1.8654.0
53.2208
22.521.6
7.5817.9
12.020.0
1.000.78
0.021.00
0.660.02
GL28h
690
315S235
200
3.611.90
4.611.98
52.951.7
14420.8
20.712.0
19.912.0
20.00.97
0.580.02
1.000.52
0.01G
L28h6
90315
S23520
203.61
1.904.61
1.9852.9
51.7179
21.220.7
10.420.0
12.020.0
1.000.64
0.011.00
0.520.01
GL28h
690
315S235
300
4.431.97
5.652.05
52.151.0
14120.1
20.212.0
20.012.0
20.00.96
0.510.01
1.000.46
0.01G
L28h6
90315
S23530
204.43
1.975.65
2.0552.1
51.0176
20.520.2
10.820.0
12.020.0
1.000.58
0.011.00
0.460.01
Appendix C, Raw data Point load at midpoint Beam type 3
C-19
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
V.Ed inst
V.Ed fin
P.preP.Ed inst
P.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
790
315S235
100
2.651.77
3.281.86
54.053.2
16819.1
18.514.0
23.314.0
23.30.99
0.740.02
1.000.66
0.02G
L28h7
90315
S23510
202.65
1.773.28
1.8654.0
53.2210
19.318.5
9.5323.3
14.023.3
1.000.78
0.021.00
0.660.02
GL28h
790
315S235
200
3.611.90
4.611.98
52.951.7
17118.0
17.414.0
23.314.0
23.30.98
0.620.01
1.000.56
0.01G
L28h7
90315
S23520
203.61
1.904.61
1.9852.9
51.7214
17.817.4
10.423.3
14.023.3
1.000.69
0.011.00
0.560.01
GL28h
790
315S235
300
4.431.97
5.652.05
52.151.0
17217.2
16.814.0
23.314.0
23.30.98
0.560.01
1.000.51
0.01G
L28h7
90315
S23530
204.43
1.975.65
2.0552.1
51.0215
16.816.8
10.823.3
14.023.3
1.000.64
0.011.00
0.510.01
GL28h
890
315S235
100
2.651.77
3.281.86
54.053.2
18416.9
16.215.8
26.616.0
26.71.00
0.750.02
1.000.68
0.02G
L28h8
90315
S23510
202.65
1.773.28
1.8654.0
53.2230
16.916.2
8.7826.6
16.026.7
1.000.80
0.021.00
0.680.02
GL28h
890
315S235
200
3.611.90
4.611.98
52.951.7
19015.8
15.016.0
26.716.0
26.71.00
0.650.01
1.000.59
0.01G
L28h8
90315
S23520
203.61
1.904.61
1.9852.9
51.7238
15.215.0
9.8026.6
16.026.7
1.000.73
0.011.00
0.590.01
GL28h
890
315S235
300
4.431.97
5.652.05
52.151.0
19315.0
14.216.0
26.716.0
26.70.99
0.600.01
1.000.54
0.01G
L28h8
90315
S23530
204.43
1.975.65
2.0552.1
51.0241
14.114.2
10.526.7
16.026.7
1.000.69
0.011.00
0.540.01
GL28h
990
315S235
100
2.651.77
3.281.86
54.053.2
19615.0
14.317.4
29.918.0
30.01.00
0.770.02
1.000.69
0.02G
L28h9
90315
S23510
202.65
1.773.28
1.8654.0
53.2245
14.914.3
7.4929.9
18.030.0
1.000.82
0.021.00
0.690.02
GL28h
990
315S235
200
3.611.90
4.611.98
52.951.7
20514.0
13.117.7
29.918.0
30.01.00
0.680.01
1.000.61
0.01G
L28h9
90315
S23520
203.61
1.904.61
1.9852.9
51.7256
13.213.1
8.6829.9
18.030.0
1.000.76
0.011.00
0.610.01
GL28h
990
315S235
300
4.431.97
5.652.05
52.151.0
20913.2
12.318.0
29.918.0
30.01.00
0.630.01
1.000.58
0.01G
L28h9
90315
S23530
204.43
1.975.65
2.0552.1
51.0261
12.012.3
9.5330.0
18.030.0
1.000.74
0.011.00
0.580.01
GL28h
490
360S235
100
3.422.33
4.252.46
62.762.0
21145.6
44.04.71
7.768.00
13.31.00
0.760.02
1.000.69
0.02G
L28h4
90360
S23510
203.42
2.334.25
2.4662.7
62.0264
46.144.0
3.127.75
8.0013.3
1.000.81
0.021.00
0.690.02
GL28h
490
360S235
200
4.692.51
6.072.64
61.760.5
14442.8
42.06.26
9.858.00
13.31.00
0.590.02
1.000.50
0.01G
L28h4
90360
S23520
204.69
2.516.07
2.6461.7
60.5180
43.242.0
5.579.85
8.0013.3
1.000.62
0.021.00
0.500.01
GL28h
490
360S235
300
5.802.62
7.552.73
60.959.6
11041.8
41.56.66
10.48.00
13.31.00
0.490.02
1.000.41
0.01G
L28h4
90360
S23530
205.80
2.627.55
2.7360.9
59.6138
42.241.5
6.2710.4
8.0013.3
1.000.51
0.011.00
0.410.01
GL28h
590
360S235
100
3.422.33
4.252.46
62.762.0
21136.5
35.26.34
10.610.0
16.71.00
0.760.02
1.000.69
0.02G
L28h5
90360
S23510
203.42
2.334.25
2.4662.7
62.0263
36.935.2
3.9010.6
10.016.7
1.000.81
0.021.00
0.690.02
GL28h
590
360S235
200
4.692.51
6.072.64
61.760.5
14534.2
33.68.79
13.910.0
16.71.00
0.590.02
1.000.50
0.01G
L28h5
90360
S23520
204.69
2.516.07
2.6461.7
60.5181
34.633.6
7.7213.9
10.016.7
1.000.62
0.021.00
0.500.01
GL28h
590
360S235
300
5.802.62
7.552.73
60.959.6
10933.4
33.29.49
14.810.0
16.71.00
0.490.02
1.000.41
0.01G
L28h5
90360
S23530
205.80
2.627.55
2.7360.9
59.6137
33.733.2
8.8914.8
10.016.7
1.000.51
0.011.00
0.410.01
Appendix C, Raw data Point load at midpoint Beam type 3
C-20
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
V.Ed inst
V.Ed fin
P.preP.Ed inst
P.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
690
360S235
100
3.422.33
4.252.46
62.762.0
21130.4
29.38.34
14.012.0
20.01.00
0.760.02
1.000.69
0.02G
L28h6
90360
S23510
203.42
2.334.25
2.4662.7
62.0263
30.729.3
4.8214.0
12.020.0
1.000.81
0.021.00
0.690.02
GL28h
690
360S235
200
4.692.51
6.072.64
61.760.5
14428.5
28.012.0
18.812.0
20.01.00
0.590.02
1.000.50
0.01G
L28h6
90360
S23520
204.69
2.516.07
2.6461.7
60.5180
28.828.0
10.418.8
12.020.0
1.000.62
0.021.00
0.500.01
GL28h
690
360S235
300
5.802.62
7.552.73
60.959.6
11326.5
27.712.0
20.012.0
20.00.95
0.470.01
1.000.41
0.01G
L28h6
90360
S23530
205.80
2.627.55
2.7360.9
59.6141
28.127.7
11.920.0
12.020.0
1.000.52
0.011.00
0.410.01
GL28h
790
360S235
100
3.422.33
4.252.46
62.762.0
21026.1
25.110.8
18.214.0
23.31.00
0.760.02
1.000.69
0.02G
L28h7
90360
S23510
203.42
2.334.25
2.4662.7
62.0263
26.325.1
5.9018.1
14.023.3
1.000.81
0.021.00
0.690.02
GL28h
790
360S235
200
4.692.51
6.072.64
61.760.5
16224.0
23.914.0
23.314.0
23.30.97
0.590.02
1.000.52
0.01G
L28h7
90360
S23520
204.69
2.516.07
2.6461.7
60.5202
24.723.9
12.123.3
14.023.3
1.000.65
0.021.00
0.520.01
GL28h
790
360S235
300
5.802.62
7.552.73
60.959.6
15923.3
23.414.0
23.314.0
23.30.96
0.520.01
1.000.46
0.01G
L28h7
90360
S23530
205.80
2.627.55
2.7360.9
59.6199
23.923.4
12.523.3
14.023.3
1.000.58
0.011.00
0.460.01
GL28h
890
360S235
100
3.422.33
4.252.46
62.762.0
21022.8
22.013.5
22.916.0
26.71.00
0.760.02
1.000.69
0.02G
L28h8
90360
S23510
203.42
2.334.25
2.4662.7
62.0263
23.022.0
7.1522.8
16.026.7
1.000.81
0.021.00
0.690.02
GL28h
890
360S235
200
4.692.51
6.072.64
61.760.5
18921.4
20.816.0
26.616.0
26.70.98
0.620.02
1.000.55
0.01G
L28h8
90360
S23520
204.69
2.516.07
2.6461.7
60.5236
21.420.8
12.026.6
16.026.7
1.000.69
0.011.00
0.550.01
GL28h
890
360S235
300
5.802.62
7.552.73
60.959.6
18920.5
20.116.0
26.716.0
26.70.98
0.560.01
1.000.50
0.01G
L28h8
90360
S23530
205.80
2.627.55
2.7360.9
59.6236
20.420.1
12.726.7
16.026.7
1.000.63
0.011.00
0.500.01
GL28h
990
360S235
100
3.422.33
4.252.46
62.762.0
21020.3
19.516.6
28.218.0
30.01.00
0.760.02
1.000.69
0.02G
L28h9
90360
S23510
203.42
2.334.25
2.4662.7
62.0262
20.519.5
8.7328.3
18.030.0
1.000.81
0.021.00
0.690.02
GL28h
990
360S235
200
4.692.51
6.072.64
61.760.5
20819.1
18.318.0
30.018.0
30.00.99
0.650.02
1.000.58
0.01G
L28h9
90360
S23520
204.69
2.516.07
2.6461.7
60.5260
18.818.3
11.630.0
18.030.0
1.000.72
0.011.00
0.580.01
GL28h
990
360S235
300
5.802.62
7.552.73
60.959.6
21118.3
17.418.0
30.018.0
30.00.99
0.590.01
1.000.53
0.01G
L28h9
90360
S23530
205.80
2.627.55
2.7360.9
59.6264
17.617.4
12.330.0
18.030.0
1.000.68
0.011.00
0.530.01
GL28h
1090
360S235
100
3.422.33
4.252.46
62.762.0
21418.3
17.619.4
33.220.0
33.31.00
0.770.02
1.000.69
0.02G
L28h10
90360
S23510
203.42
2.334.25
2.4662.7
62.0267
18.417.6
9.3433.3
20.033.3
1.000.81
0.021.00
0.690.02
GL28h
1090
360S235
200
4.692.51
6.072.64
61.760.5
22317.2
16.319.8
33.320.0
33.31.00
0.670.02
1.000.60
0.01G
L28h10
90360
S23520
204.69
2.516.07
2.6461.7
60.5279
16.716.3
10.633.3
20.033.3
1.000.75
0.011.00
0.600.01
GL28h
1090
360S235
300
5.802.62
7.552.73
60.959.6
22816.4
15.420.0
33.320.0
33.31.00
0.620.01
1.000.56
0.01G
L28h10
90360
S23530
205.80
2.627.55
2.7360.9
59.6285
15.415.4
11.533.3
20.033.3
1.000.71
0.011.00
0.560.01
Appendix C, Raw data Point load at midpoint Beam type 3
C-21
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
V.Ed inst
V.Ed fin
P.preP.Ed inst
P.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
1190
360S235
100
3.422.33
4.252.46
62.762.0
22416.7
16.021.0
36.522.0
36.71.00
0.780.02
1.000.70
0.02G
L28h11
90360
S23510
203.42
2.334.25
2.4662.7
62.0280
16.716.0
7.6536.5
22.036.7
1.000.83
0.021.00
0.700.02
GL28h
1190
360S235
200
4.692.51
6.072.64
61.760.5
23515.6
14.621.4
36.722.0
36.71.00
0.690.01
1.000.62
0.01G
L28h11
90360
S23520
204.69
2.516.07
2.6461.7
60.5294
15.014.6
9.2536.6
22.036.7
1.000.77
0.011.00
0.620.01
GL28h
1190
360S235
300
5.802.62
7.552.73
60.959.6
24114.7
13.721.7
36.622.0
36.71.00
0.640.01
1.000.58
0.01G
L28h11
90360
S23530
205.80
2.627.55
2.7360.9
59.6301
13.613.7
10.436.7
22.036.7
1.000.74
0.011.00
0.580.01
GL28h
490
405S235
100
4.262.96
5.303.13
71.470.9
25859.8
57.44.04
6.768.00
13.31.00
0.790.02
1.000.72
0.02G
L28h4
90405
S23510
204.26
2.965.30
3.1371.4
70.9307
60.457.4
2.827.17
8.0013.3
1.000.83
0.021.00
0.710.02
GL28h
490
405S235
200
5.853.20
7.633.38
70.569.3
17955.7
54.45.66
8.978.00
13.31.00
0.620.02
1.000.53
0.01G
L28h4
90405
S23520
205.85
3.207.63
3.3870.5
69.3224
56.454.4
4.938.96
8.0013.3
1.000.65
0.021.00
0.530.01
GL28h
490
405S235
300
7.283.35
9.603.51
69.768.3
13954.2
53.56.11
9.568.00
13.31.00
0.510.02
1.000.42
0.01G
L28h4
90405
S23530
207.28
3.359.60
3.5169.7
68.3174
54.753.5
5.699.56
8.0013.3
1.000.54
0.021.00
0.420.01
GL28h
590
405S235
100
4.262.96
5.303.13
71.470.9
25947.9
45.95.09
8.6910.0
16.71.00
0.790.02
1.000.72
0.02G
L28h5
90405
S23510
204.26
2.965.30
3.1371.4
70.9307
48.345.9
3.219.38
10.016.7
1.000.83
0.021.00
0.710.02
GL28h
590
405S235
200
5.853.20
7.633.38
70.569.3
17944.6
43.57.74
12.310.0
16.71.00
0.620.02
1.000.53
0.01G
L28h5
90405
S23520
205.85
3.207.63
3.3870.5
69.3223
45.143.5
6.6112.3
10.016.7
1.000.65
0.021.00
0.530.01
GL28h
590
405S235
300
7.283.35
9.603.51
69.768.3
13943.3
42.88.47
13.210.0
16.71.00
0.510.02
1.000.42
0.01G
L28h5
90405
S23530
207.28
3.359.60
3.5169.7
68.3174
43.742.8
7.8113.2
10.016.7
1.000.54
0.021.00
0.420.01
GL28h
690
405S235
100
4.262.96
5.303.13
71.470.9
25739.9
38.36.52
11.212.0
20.01.00
0.790.02
1.000.72
0.02G
L28h6
90405
S23510
204.26
2.965.30
3.1371.4
70.9307
40.338.3
3.6912.1
12.020.0
1.000.83
0.021.00
0.710.02
GL28h
690
405S235
200
5.853.20
7.633.38
70.569.3
17937.1
36.310.3
16.412.0
20.01.00
0.620.02
1.000.53
0.01G
L28h6
90405
S23520
205.85
3.207.63
3.3870.5
69.3224
37.636.3
8.6116.3
12.020.0
1.000.65
0.021.00
0.530.01
GL28h
690
405S235
300
7.283.35
9.603.51
69.768.3
13936.1
35.711.4
17.712.0
20.01.00
0.510.02
1.000.42
0.01G
L28h6
90405
S23530
207.28
3.359.60
3.5169.7
68.3174
36.535.7
10.417.7
12.020.0
1.000.54
0.021.00
0.420.01
GL28h
790
405S235
100
4.262.96
5.303.13
71.470.9
25734.2
32.88.11
14.114.0
23.31.00
0.790.02
1.000.72
0.02G
L28h7
90405
S23510
204.26
2.965.30
3.1371.4
70.9307
34.532.8
4.2615.3
14.023.3
1.000.83
0.021.00
0.710.02
GL28h
790
405S235
200
5.853.20
7.633.38
70.569.3
17831.8
31.113.3
21.214.0
23.31.00
0.610.02
1.000.52
0.01G
L28h7
90405
S23520
205.85
3.207.63
3.3870.5
69.3223
32.231.1
11.121.2
14.023.3
1.000.65
0.021.00
0.530.01
GL28h
790
405S235
300
7.283.35
9.603.51
69.768.3
13829.7
30.614.0
23.114.0
23.30.96
0.490.02
1.000.42
0.01G
L28h7
90405
S23530
207.28
3.359.60
3.5169.7
68.3172
31.230.6
13.523.1
14.023.3
1.000.54
0.021.00
0.420.01
Appendix C, Raw data Point load at midpoint Beam type 3
C-22
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
V.Ed inst
V.Ed fin
P.preP.Ed inst
P.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
890
405S235
100
4.262.96
5.303.13
71.470.9
25829.9
28.79.85
17.316.0
26.71.00
0.790.02
1.000.72
0.02G
L28h8
90405
S23510
204.26
2.965.30
3.1371.4
70.9307
30.228.7
4.9119.0
16.026.7
1.000.83
0.021.00
0.710.02
GL28h
890
405S235
200
5.853.20
7.633.38
70.569.3
18027.2
27.216.0
26.616.0
26.70.97
0.600.02
1.000.53
0.01G
L28h8
90405
S23520
205.85
3.207.63
3.3870.5
69.3225
28.227.2
13.726.6
16.026.7
1.000.65
0.021.00
0.530.01
GL28h
890
405S235
300
7.283.35
9.603.51
69.768.3
17726.5
26.616.0
26.616.0
26.70.96
0.520.01
1.000.46
0.01G
L28h8
90405
S23530
207.28
3.359.60
3.5169.7
68.3221
27.326.6
14.226.6
16.026.7
1.000.58
0.011.00
0.460.01
GL28h
990
405S235
100
4.262.96
5.303.13
71.470.9
25826.6
25.511.9
21.118.0
30.01.00
0.790.02
1.000.72
0.02G
L28h9
90405
S23510
204.26
2.965.30
3.1371.4
70.9307
26.825.5
5.6523.2
18.030.0
1.000.83
0.021.00
0.710.02
GL28h
990
405S235
200
5.853.20
7.633.38
70.569.3
20624.7
24.118.0
29.918.0
30.00.98
0.630.02
1.000.55
0.01G
L28h9
90405
S23520
205.85
3.207.63
3.3870.5
69.3257
25.024.1
13.730.0
18.030.0
1.000.69
0.021.00
0.550.01
GL28h
990
405S235
300
7.283.35
9.603.51
69.768.3
20623.8
23.318.0
30.018.0
30.00.98
0.560.01
1.000.49
0.01G
L28h9
90405
S23530
207.28
3.359.60
3.5169.7
68.3258
23.923.3
14.430.0
18.030.0
1.000.63
0.011.00
0.490.01
GL28h
1090
405S235
100
4.262.96
5.303.13
71.470.9
25723.9
23.014.4
25.520.0
33.31.00
0.790.02
1.000.72
0.02G
L28h10
90405
S23510
204.26
2.965.30
3.1371.4
70.9307
24.223.0
6.4827.8
20.033.3
1.000.83
0.021.00
0.710.02
GL28h
1090
405S235
200
5.853.20
7.633.38
70.569.3
22622.5
21.620.0
33.220.0
33.31.00
0.650.02
1.000.58
0.01G
L28h10
90405
S23520
205.85
3.207.63
3.3870.5
69.3282
22.421.6
13.333.3
20.033.3
1.000.72
0.021.00
0.570.01
GL28h
1090
405S235
300
7.283.35
9.603.51
69.768.3
22921.6
20.720.0
33.220.0
33.30.99
0.590.01
1.000.52
0.01G
L28h10
90405
S23530
207.28
3.359.60
3.5169.7
68.3286
21.120.7
14.133.3
20.033.3
1.000.67
0.011.00
0.520.01
GL28h
1190
405S235
100
4.262.96
5.303.13
71.470.9
25621.7
20.917.1
30.422.0
36.71.00
0.790.02
1.000.72
0.02G
L28h11
90405
S23510
204.26
2.965.30
3.1371.4
70.9307
22.020.9
7.3933.0
22.036.7
1.000.83
0.021.00
0.710.02
GL28h
1190
405S235
200
5.853.20
7.633.38
70.569.3
24120.5
19.521.9
36.622.0
36.71.00
0.670.02
1.000.59
0.01G
L28h11
90405
S23520
205.85
3.207.63
3.3870.5
69.3301
20.219.5
12.636.7
22.036.7
1.000.74
0.011.00
0.590.01
GL28h
1190
405S235
300
7.283.35
9.603.51
69.768.3
24619.6
18.522.0
36.622.0
36.71.00
0.610.01
1.000.54
0.01G
L28h11
90405
S23530
207.28
3.359.60
3.5169.7
68.3307
18.818.5
13.536.7
22.036.7
1.000.70
0.011.00
0.540.01
GL28h
490
450S235
100
5.163.66
6.403.88
80.079.7
30676.1
72.93.62
6.138.00
13.31.00
0.810.02
1.000.74
0.02G
L28h4
90450
S23510
205.16
3.666.40
3.8880.0
79.7307
76.172.1
3.607.72
8.0013.3
1.000.81
0.021.00
0.700.02
GL28h
490
450S235
200
7.083.97
9.274.20
79.478.2
21770.5
68.55.24
8.358.00
13.31.00
0.640.02
1.000.55
0.02G
L28h4
90450
S23520
207.08
3.979.27
4.2079.4
78.2271
71.468.5
4.478.35
8.0013.3
1.000.68
0.021.00
0.550.02
GL28h
490
450S235
300
8.834.17
11.84.38
78.577.0
16868.2
67.25.75
9.028.00
13.31.00
0.530.02
1.000.44
0.01G
L28h4
90450
S23530
208.83
4.1711.8
4.3878.5
77.0209
68.967.2
5.329.03
8.0013.3
1.000.56
0.021.00
0.440.01
Appendix C, Raw data Point load at midpoint Beam type 3
C-23
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
V.Ed inst
V.Ed fin
P.preP.Ed inst
P.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
590
450S235
100
5.163.66
6.403.88
80.079.7
30760.9
58.34.28
7.4510.0
16.71.00
0.810.02
1.000.75
0.02G
L28h5
90450
S23510
205.16
3.666.40
3.8880.0
79.7307
60.957.7
4.2810.0
10.016.7
1.000.81
0.021.00
0.700.02
GL28h
590
450S235
200
7.083.97
9.274.20
79.478.2
21756.4
54.86.93
11.110.0
16.71.00
0.640.02
1.000.55
0.02G
L28h5
90450
S23520
207.08
3.979.27
4.2079.4
78.2271
57.154.8
5.7111.1
10.016.7
1.000.68
0.021.00
0.550.02
GL28h
590
450S235
300
8.834.17
11.84.38
78.577.0
16854.6
53.77.76
12.210.0
16.71.00
0.530.02
1.000.44
0.01G
L28h5
90450
S23530
208.83
4.1711.8
4.3878.5
77.0209
55.153.7
7.0912.2
10.016.7
1.000.56
0.021.00
0.440.01
GL28h
690
450S235
100
5.163.66
6.403.88
80.079.7
30750.7
48.65.10
9.1012.0
20.01.00
0.810.02
1.000.75
0.02G
L28h6
90450
S23510
205.16
3.666.40
3.8880.0
79.7307
50.748.0
5.1012.8
12.020.0
1.000.81
0.021.00
0.700.02
GL28h
690
450S235
200
7.083.97
9.274.20
79.478.2
21647.0
45.79.03
14.512.0
20.01.00
0.640.02
1.000.55
0.02G
L28h6
90450
S23520
207.08
3.979.27
4.2079.4
78.2270
47.645.7
7.2714.5
12.020.0
1.000.68
0.021.00
0.550.02
GL28h
690
450S235
300
8.834.17
11.84.38
78.577.0
16845.5
44.810.2
16.012.0
20.01.00
0.530.02
1.000.44
0.01G
L28h6
90450
S23530
208.83
4.1711.8
4.3878.5
77.0209
45.944.8
9.2416.1
12.020.0
1.000.56
0.021.00
0.440.01
GL28h
790
450S235
100
5.163.66
6.403.88
80.079.7
30643.5
41.66.13
11.114.0
23.31.00
0.810.02
1.000.74
0.02G
L28h7
90450
S23510
205.16
3.666.40
3.8880.0
79.7307
43.541.2
6.0716.1
14.023.3
1.000.81
0.021.00
0.700.02
GL28h
790
450S235
200
7.083.97
9.274.20
79.478.2
21640.3
39.211.5
18.514.0
23.31.00
0.640.02
1.000.55
0.02G
L28h7
90450
S23520
207.08
3.979.27
4.2079.4
78.2270
40.839.2
9.0818.5
14.023.3
1.000.68
0.021.00
0.550.02
GL28h
790
450S235
300
8.834.17
11.84.38
78.577.0
16739.0
38.413.2
20.714.0
23.31.00
0.530.02
1.000.44
0.01G
L28h7
90450
S23530
208.83
4.1711.8
4.3878.5
77.0209
39.438.4
11.820.6
14.023.3
1.000.56
0.021.00
0.440.01
GL28h
890
450S235
100
5.163.66
6.403.88
80.079.7
30638.0
36.47.27
13.416.0
26.71.00
0.810.02
1.000.74
0.02G
L28h8
90450
S23510
205.16
3.666.40
3.8880.0
79.7307
38.136.0
7.1919.9
16.026.7
1.000.81
0.021.00
0.700.02
GL28h
890
450S235
200
7.083.97
9.274.20
79.478.2
21635.3
34.314.3
23.016.0
26.71.00
0.640.02
1.000.55
0.02G
L28h8
90450
S23520
207.08
3.979.27
4.2079.4
78.2269
35.734.3
11.223.1
16.026.7
1.000.68
0.021.00
0.550.02
GL28h
890
450S235
300
8.834.17
11.84.38
78.577.0
16733.3
33.616.0
25.916.0
26.70.97
0.520.02
1.000.44
0.01G
L28h8
90450
S23530
208.83
4.1711.8
4.3878.5
77.0208
34.533.6
14.826.0
16.026.7
1.000.56
0.021.00
0.440.01
GL28h
990
450S235
100
5.163.66
6.403.88
80.079.7
30633.8
32.48.56
16.018.0
30.01.00
0.810.02
1.000.74
0.02G
L28h9
90450
S23510
205.16
3.666.40
3.8880.0
79.7307
33.832.0
8.4624.3
18.030.0
1.000.81
0.021.00
0.700.02
GL28h
990
450S235
200
7.083.97
9.274.20
79.478.2
21531.3
30.517.6
28.318.0
30.01.00
0.640.02
1.000.55
0.02G
L28h9
90450
S23520
207.08
3.979.27
4.2079.4
78.2269
31.730.5
13.628.3
18.030.0
1.000.68
0.021.00
0.550.02
GL28h
990
450S235
300
8.834.17
11.84.38
78.577.0
19429.6
29.818.0
30.018.0
30.00.96
0.530.02
1.000.46
0.01G
L28h9
90450
S23530
208.83
4.1711.8
4.3878.5
77.0242
30.729.8
16.030.0
18.030.0
1.000.59
0.021.00
0.460.01
Appendix C, Raw data Point load at midpoint Beam type 3
C-24
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
V.Ed inst
V.Ed fin
P.preP.Ed inst
P.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
1090
450S235
100
5.163.66
6.403.88
80.079.7
30730.4
29.19.88
18.720.0
33.31.00
0.810.02
1.000.75
0.02G
L28h10
90450
S23510
205.16
3.666.40
3.8880.0
79.7307
30.428.8
9.8829.1
20.033.3
1.000.81
0.021.00
0.700.02
GL28h
1090
450S235
200
7.083.97
9.274.20
79.478.2
22327.9
27.420.0
33.220.0
33.30.98
0.630.02
1.000.56
0.02G
L28h10
90450
S23520
207.08
3.979.27
4.2079.4
78.2278
28.627.4
15.433.3
20.033.3
1.000.69
0.021.00
0.560.02
GL28h
1090
450S235
300
8.834.17
11.84.38
78.577.0
22327.1
26.620.0
33.320.0
33.30.98
0.560.02
1.000.49
0.01G
L28h10
90450
S23530
208.83
4.1711.8
4.3878.5
77.0279
27.426.6
16.133.3
20.033.3
1.000.63
0.011.00
0.490.01
GL28h
1190
450S235
100
5.163.66
6.403.88
80.079.7
30627.7
26.511.6
22.122.0
36.71.00
0.810.02
1.000.74
0.02G
L28h11
90450
S23510
205.16
3.666.40
3.8880.0
79.7307
27.726.2
11.434.4
22.036.7
1.000.81
0.021.00
0.700.02
GL28h
1190
450S235
200
7.083.97
9.274.20
79.478.2
24325.8
24.922.0
36.522.0
36.71.00
0.660.02
1.000.57
0.01G
L28h11
90450
S23520
207.08
3.979.27
4.2079.4
78.2303
25.924.9
15.036.6
22.036.7
1.000.71
0.021.00
0.570.01
GL28h
1190
450S235
300
8.834.17
11.84.38
78.577.0
24624.8
23.922.0
36.622.0
36.70.99
0.590.02
1.000.52
0.01G
L28h11
90450
S23530
208.83
4.1711.8
4.3878.5
77.0307
24.623.9
15.936.6
22.036.7
1.000.66
0.011.00
0.520.01
GL28h
490
495S235
100
6.124.42
7.584.69
88.588.4
30792.7
89.74.15
6.888.00
13.31.00
0.800.02
1.000.73
0.02G
L28h4
90495
S23510
206.12
4.427.58
4.6988.5
88.4307
92.787.7
4.158.11
8.0013.3
1.000.80
0.021.00
0.690.02
GL28h
490
495S235
200
8.374.81
11.05.11
88.287.1
25687.2
84.44.97
7.948.00
13.31.00
0.660.02
1.000.57
0.02G
L28h4
90495
S23520
208.37
4.8111.0
5.1188.2
87.1320
88.384.4
4.177.94
8.0013.3
1.000.71
0.021.00
0.570.02
GL28h
490
495S235
300
10.55.06
14.05.34
87.485.8
20084.0
82.45.49
8.658.00
13.31.00
0.550.02
1.000.46
0.01G
L28h4
90495
S23530
2010.5
5.0614.0
5.3487.4
85.8250
85.082.4
5.038.65
8.0013.3
1.000.58
0.021.00
0.460.01
GL28h
590
495S235
100
6.124.42
7.584.69
88.588.4
30774.1
71.84.99
8.4210.0
16.71.00
0.800.02
1.000.73
0.02G
L28h5
90495
S23510
206.12
4.427.58
4.6988.5
88.4307
74.170.1
4.9910.4
10.016.7
1.000.80
0.021.00
0.690.02
GL28h
590
495S235
200
8.374.81
11.05.11
88.287.1
25769.8
67.56.33
10.210.0
16.71.00
0.660.02
1.000.57
0.02G
L28h5
90495
S23520
208.37
4.8111.0
5.1188.2
87.1321
70.767.5
5.0610.2
10.016.7
1.000.71
0.021.00
0.570.02
GL28h
590
495S235
300
10.55.06
14.05.34
87.485.8
20067.2
65.97.22
11.410.0
16.71.00
0.550.02
1.000.46
0.01G
L28h5
90495
S23530
2010.5
5.0614.0
5.3487.4
85.8249
68.065.9
6.5111.4
10.016.7
1.000.58
0.021.00
0.460.01
GL28h
690
495S235
100
6.124.42
7.584.69
88.588.4
30761.8
59.86.01
10.312.0
20.01.00
0.800.02
1.000.73
0.02G
L28h6
90495
S23510
206.12
4.427.58
4.6988.5
88.4307
61.858.4
6.0113.2
12.020.0
1.000.80
0.021.00
0.690.02
GL28h
690
495S235
200
8.374.81
11.05.11
88.287.1
25658.2
56.38.04
13.012.0
20.01.00
0.660.02
1.000.57
0.02G
L28h6
90495
S23520
208.37
4.8111.0
5.1188.2
87.1320
58.956.3
6.2013.0
12.020.0
1.000.71
0.021.00
0.570.02
GL28h
690
495S235
300
10.55.06
14.05.34
87.485.8
20056.0
54.99.34
14.712.0
20.01.00
0.550.02
1.000.46
0.01G
L28h6
90495
S23530
2010.5
5.0614.0
5.3487.4
85.8250
56.654.9
8.2714.7
12.020.0
1.000.58
0.021.00
0.460.01
Appendix C, Raw data Point load at midpoint Beam type 3
C-25
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
V.Ed inst
V.Ed fin
P.preP.Ed inst
P.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
790
495S235
100
6.124.42
7.584.69
88.588.4
30753.0
51.37.22
12.514.0
23.31.00
0.800.02
1.000.73
0.02G
L28h7
90495
S23510
206.12
4.427.58
4.6988.5
88.4307
53.050.1
7.2216.5
14.023.3
1.000.80
0.021.00
0.690.02
GL28h
790
495S235
200
8.374.81
11.05.11
88.287.1
25749.9
48.210.0
16.314.0
23.31.00
0.660.02
1.000.57
0.02G
L28h7
90495
S23520
208.37
4.8111.0
5.1188.2
87.1321
50.548.2
7.4716.3
14.023.3
1.000.71
0.021.00
0.570.02
GL28h
790
495S235
300
10.55.06
14.05.34
87.485.8
20048.0
47.111.8
18.714.0
23.31.00
0.550.02
1.000.46
0.01G
L28h7
90495
S23530
2010.5
5.0614.0
5.3487.4
85.8250
48.647.1
10.418.7
14.023.3
1.000.58
0.021.00
0.460.01
GL28h
890
495S235
100
6.124.42
7.584.69
88.588.4
30746.3
44.98.61
15.116.0
26.71.00
0.800.02
1.000.73
0.02G
L28h8
90495
S23510
206.12
4.427.58
4.6988.5
88.4307
46.343.8
8.6120.3
16.026.7
1.000.80
0.021.00
0.690.02
GL28h
890
495S235
200
8.374.81
11.05.11
88.287.1
25543.6
42.212.4
20.216.0
26.71.00
0.660.02
1.000.57
0.02G
L28h8
90495
S23520
208.37
4.8111.0
5.1188.2
87.1319
44.242.2
9.0920.2
16.026.7
1.000.71
0.021.00
0.570.02
GL28h
890
495S235
300
10.55.06
14.05.34
87.485.8
19942.0
41.214.8
23.316.0
26.71.00
0.550.02
1.000.46
0.01G
L28h8
90495
S23530
2010.5
5.0614.0
5.3487.4
85.8249
42.541.2
12.823.3
16.026.7
1.000.58
0.021.00
0.460.01
GL28h
990
495S235
100
6.124.42
7.584.69
88.588.4
30741.2
39.910.2
18.018.0
30.01.00
0.800.02
1.000.73
0.02G
L28h9
90495
S23510
206.12
4.427.58
4.6988.5
88.4307
41.239.0
10.224.6
18.030.0
1.000.80
0.021.00
0.690.02
GL28h
990
495S235
200
8.374.81
11.05.11
88.287.1
25638.8
37.514.9
24.418.0
30.01.00
0.660.02
1.000.57
0.02G
L28h9
90495
S23520
208.37
4.8111.0
5.1188.2
87.1320
39.337.5
10.824.4
18.030.0
1.000.71
0.021.00
0.570.02
GL28h
990
495S235
300
10.55.06
14.05.34
87.485.8
19937.3
36.618.0
28.418.0
30.01.00
0.550.02
1.000.46
0.01G
L28h9
90495
S23530
2010.5
5.0614.0
5.3487.4
85.8248
37.836.6
15.728.5
18.030.0
1.000.58
0.021.00
0.460.01
GL28h
1090
495S235
100
6.124.42
7.584.69
88.588.4
30737.1
35.911.9
21.320.0
33.31.00
0.800.02
1.000.73
0.02G
L28h10
90495
S23510
206.12
4.427.58
4.6988.5
88.4307
37.135.1
11.929.5
20.033.3
1.000.80
0.021.00
0.690.02
GL28h
1090
495S235
200
8.374.81
11.05.11
88.287.1
25534.9
33.817.9
29.320.0
33.31.00
0.660.02
1.000.57
0.02G
L28h10
90495
S23520
208.37
4.8111.0
5.1188.2
87.1319
35.333.8
12.829.3
20.033.3
1.000.71
0.021.00
0.570.02
GL28h
1090
495S235
300
10.55.06
14.05.34
87.485.8
21132.8
32.920.0
33.320.0
33.30.97
0.540.02
1.000.47
0.01G
L28h10
90495
S23530
2010.5
5.0614.0
5.3487.4
85.8264
34.032.9
17.733.3
20.033.3
1.000.60
0.021.00
0.470.01
GL28h
1190
495S235
100
6.124.42
7.584.69
88.588.4
30733.7
32.613.9
24.922.0
36.71.00
0.800.02
1.000.73
0.02G
L28h11
90495
S23510
206.12
4.427.58
4.6988.5
88.4307
33.731.9
13.934.8
22.036.7
1.000.80
0.021.00
0.690.02
GL28h
1190
495S235
200
8.374.81
11.05.11
88.287.1
25731.7
30.721.0
34.422.0
36.71.00
0.660.02
1.000.57
0.02G
L28h11
90495
S23520
208.37
4.8111.0
5.1188.2
87.1321
32.130.7
14.734.5
22.036.7
1.000.71
0.021.00
0.570.02
GL28h
1190
495S235
300
10.55.06
14.05.34
87.485.8
24030.3
29.822.0
36.622.0
36.70.98
0.570.02
1.000.49
0.01G
L28h11
90495
S23530
2010.5
5.0614.0
5.3487.4
85.8299
30.929.8
17.936.7
22.036.7
1.000.63
0.021.00
0.490.01
Appendix C, Raw data Point load at midpoint Beam type 3
C-26
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
V.Ed inst
V.Ed fin
P.preP.Ed inst
P.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
4115
225S235
100
1.731.11
2.091.15
46.645.5
13719.0
18.88.00
13.38.00
13.30.97
0.680.02
1.000.63
0.01G
L28h4
115225
S23510
201.73
1.112.09
1.1546.6
45.5171
19.318.8
6.7413.3
8.0013.3
1.000.74
0.021.00
0.630.01
GL28h
4115
225S235
200
2.271.17
2.751.20
45.244.1
13418.0
17.98.00
13.38.00
13.30.96
0.580.01
1.000.53
0.01G
L28h4
115225
S23520
202.27
1.172.75
1.2045.2
44.1168
18.017.9
7.0713.3
8.0013.3
1.000.64
0.011.00
0.530.01
GL28h
4115
225S235
300
2.681.21
3.221.24
44.744.1
13317.6
17.78.00
13.38.00
13.30.96
0.520.01
1.000.49
0.01G
L28h4
115225
S23530
202.68
1.213.22
1.2444.7
44.1166
17.417.7
7.2113.3
8.0013.3
1.000.59
0.011.00
0.490.01
GL28h
5115
225S235
100
1.731.11
2.091.15
46.645.5
16915.4
14.710.0
16.610.0
16.70.99
0.730.02
1.000.67
0.01G
L28h5
115225
S23510
201.73
1.112.09
1.1546.6
45.5211
15.014.7
6.5216.6
10.016.7
1.000.79
0.011.00
0.670.01
GL28h
5115
225S235
200
2.271.17
2.751.20
45.244.1
17214.1
13.510.0
16.710.0
16.70.98
0.640.01
1.000.59
0.01G
L28h5
115225
S23520
202.27
1.172.75
1.2045.2
44.1215
13.313.5
7.0316.7
10.016.7
1.000.72
0.011.00
0.590.01
GL28h
5115
225S235
300
2.681.21
3.221.24
44.744.1
17413.5
13.010.0
16.610.0
16.70.98
0.600.01
1.000.56
0.01G
L28h5
115225
S23530
202.68
1.213.22
1.2444.7
44.1217
12.413.1
7.2916.7
10.016.7
1.000.69
0.011.00
0.560.01
GL28h
6115
225S235
100
1.731.11
2.091.15
46.645.5
18912.7
12.011.8
19.912.0
20.01.00
0.760.01
1.000.70
0.01G
L28h6
115225
S23510
201.73
1.112.09
1.1546.6
45.5236
12.112.0
5.4619.9
12.020.0
1.000.83
0.011.00
0.700.01
GL28h
6115
225S235
200
2.271.17
2.751.20
45.244.1
19511.5
10.712.0
20.012.0
20.01.00
0.680.01
1.000.63
0.01G
L28h6
115225
S23520
202.27
1.172.75
1.2045.2
44.1244
10.310.7
6.1720.0
12.020.0
1.000.78
0.011.00
0.630.01
GL28h
6115
225S235
300
2.681.21
3.221.24
44.744.1
19810.8
10.112.0
20.012.0
20.00.99
0.650.01
1.000.61
0.01G
L28h6
115225
S23530
202.68
1.213.22
1.2444.7
44.1248
9.2310.1
6.5820.0
12.020.0
1.000.76
0.011.00
0.610.01
GL28h
7115
225S235
100
1.731.11
2.091.15
46.645.5
20210.8
10.013.5
23.314.0
23.31.00
0.780.01
1.000.72
0.01G
L28h7
115225
S23510
201.73
1.112.09
1.1546.6
45.5253
10.010.0
3.6323.3
14.023.3
1.000.85
0.011.00
0.720.01
GL28h
7115
225S235
200
2.271.17
2.751.20
45.244.1
2109.61
8.7913.8
23.314.0
23.31.00
0.710.01
1.000.66
0.01G
L28h7
115225
S23520
202.27
1.172.75
1.2045.2
44.1263
8.288.80
4.6523.3
14.023.3
1.000.82
0.011.00
0.670.01
GL28h
7115
225S235
300
2.681.21
3.221.24
44.744.1
2158.88
8.1813.9
23.314.0
23.31.00
0.680.01
1.000.65
0.01G
L28h7
115225
S23530
202.68
1.213.22
1.2444.7
44.1263
7.408.12
6.1623.3
14.023.3
1.000.80
0.010.98
0.630.01
GL28h
4115
270S235
100
2.551.65
3.141.72
57.856.6
15729.7
28.97.26
11.68.00
13.31.00
0.700.02
1.000.62
0.02G
L28h4
115270
S23510
202.55
1.653.14
1.7257.8
56.6196
30.028.9
5.9811.6
8.0013.3
1.000.73
0.021.00
0.620.02
GL28h
4115
270S235
200
3.441.75
4.301.81
56.254.9
10227.3
28.28.00
13.18.00
13.30.96
0.520.01
1.000.46
0.01G
L28h4
115270
S23520
203.44
1.754.30
1.8156.2
54.9127
28.628.2
7.9113.1
8.0013.3
1.000.56
0.011.00
0.460.01
GL28h
4115
270S235
300
4.151.81
5.161.87
55.454.4
79.026.6
28.38.00
13.38.00
13.30.94
0.430.01
1.000.39
0.01G
L28h4
115270
S23530
204.15
1.815.16
1.8755.4
54.498.0
27.528.3
8.0013.3
8.0013.3
0.970.46
0.011.00
0.390.01
Appendix C, Raw data Point load at midpoint Beam type 3
C-27
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
V.Ed inst
V.Ed fin
P.preP.Ed inst
P.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
5115
270S235
100
2.551.65
3.141.72
57.856.6
16223.3
23.110.0
16.710.0
16.70.97
0.690.02
1.000.62
0.02G
L28h5
115270
S23510
202.55
1.653.14
1.7257.8
56.6203
24.023.1
8.2516.6
10.016.7
1.000.74
0.021.00
0.620.02
GL28h
5115
270S235
200
3.441.75
4.301.81
56.254.9
15922.2
22.110.0
16.710.0
16.70.96
0.570.01
1.000.51
0.01G
L28h5
115270
S23520
203.44
1.754.30
1.8156.2
54.9199
22.522.1
8.7716.7
10.016.7
1.000.63
0.011.00
0.520.01
GL28h
5115
270S235
300
4.151.81
5.161.87
55.454.4
15721.6
21.710.0
16.710.0
16.70.96
0.510.01
1.000.46
0.01G
L28h5
115270
S23530
204.15
1.815.16
1.8755.4
54.4196
21.721.7
9.0116.7
10.016.7
1.000.57
0.011.00
0.460.01
GL28h
6115
270S235
100
2.551.65
3.141.72
57.856.6
19219.8
19.212.0
20.012.0
20.00.99
0.720.02
1.000.65
0.01G
L28h6
115270
S23510
202.55
1.653.14
1.7257.8
56.6240
19.819.2
8.1120.0
12.020.0
1.000.78
0.021.00
0.650.01
GL28h
6115
270S235
200
3.441.75
4.301.81
56.254.9
19618.5
17.812.0
20.012.0
20.00.98
0.620.01
1.000.56
0.01G
L28h6
115270
S23520
203.44
1.754.30
1.8156.2
54.9245
17.917.8
8.7320.0
12.020.0
1.000.70
0.011.00
0.560.01
GL28h
6115
270S235
300
4.151.81
5.161.87
55.454.4
19717.7
17.212.0
20.012.0
20.00.98
0.570.01
1.000.52
0.01G
L28h6
115270
S23530
204.15
1.815.16
1.8755.4
54.4246
16.817.2
9.1420.0
12.020.0
1.000.65
0.011.00
0.520.01
GL28h
7115
270S235
100
2.551.65
3.141.72
57.856.6
21317.1
16.313.8
23.214.0
23.31.00
0.750.02
1.000.68
0.01G
L28h7
115270
S23510
202.55
1.653.14
1.7257.8
56.6266
16.716.3
7.2123.3
14.023.3
1.000.81
0.011.00
0.680.01
GL28h
7115
270S235
200
3.441.75
4.301.81
56.254.9
22015.8
14.814.0
23.314.0
23.31.00
0.660.01
1.000.60
0.01G
L28h7
115270
S23520
203.44
1.754.30
1.8156.2
54.9275
14.714.8
8.0923.3
14.023.3
1.000.75
0.011.00
0.600.01
GL28h
7115
270S235
300
4.151.81
5.161.87
55.454.4
22314.8
14.014.0
23.314.0
23.30.99
0.610.01
1.000.57
0.01G
L28h7
115270
S23530
204.15
1.815.16
1.8755.4
54.4279
13.414.0
8.6323.3
14.023.3
1.000.72
0.011.00
0.570.01
GL28h
8115
270S235
100
2.551.65
3.141.72
57.856.6
22814.9
14.115.4
26.516.0
26.71.00
0.760.02
1.000.70
0.01G
L28h8
115270
S23510
202.55
1.653.14
1.7257.8
56.6284
14.414.1
5.7926.7
16.026.7
1.000.83
0.011.00
0.700.01
GL28h
8115
270S235
200
3.441.75
4.301.81
56.254.9
23713.6
12.615.8
26.716.0
26.71.00
0.690.01
1.000.63
0.01G
L28h8
115270
S23520
203.44
1.754.30
1.8156.2
54.9296
12.412.6
6.9026.7
16.026.7
1.000.78
0.011.00
0.630.01
GL28h
8115
270S235
300
4.151.81
5.161.87
55.454.4
24212.7
11.716.0
26.716.0
26.71.00
0.650.01
1.000.60
0.01G
L28h8
115270
S23530
204.15
1.815.16
1.8755.4
54.4303
11.011.7
7.4326.6
16.026.7
1.000.77
0.011.00
0.600.01
GL28h
4115
315S235
100
3.472.28
4.312.39
68.967.8
20742.6
41.25.85
9.468.00
13.31.00
0.730.02
1.000.64
0.02G
L28h4
115315
S23510
203.47
2.284.31
2.3968.9
67.8259
43.041.2
4.459.45
8.0013.3
1.000.76
0.021.00
0.640.02
GL28h
4115
315S235
200
4.752.44
6.072.54
67.465.9
13940.3
39.87.15
11.28.00
13.31.00
0.560.02
1.000.47
0.01G
L28h4
115315
S23520
204.75
2.446.07
2.5467.4
65.9174
40.739.8
6.5611.2
8.0013.3
1.000.58
0.021.00
0.470.01
GL28h
4115
315S235
300
5.832.53
7.442.63
66.465.0
10339.7
39.67.47
11.68.00
13.31.00
0.460.01
1.000.39
0.01G
L28h4
115315
S23530
205.83
2.537.44
2.6366.4
65.0129
39.939.6
7.1611.6
8.0013.3
1.000.48
0.011.00
0.390.01
Appendix C, Raw data Point load at midpoint Beam type 3
C-28
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
V.Ed inst
V.Ed fin
P.preP.Ed inst
P.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
5115
315S235
100
3.472.28
4.312.39
68.967.8
20834.1
33.08.26
13.410.0
16.71.00
0.730.02
1.000.64
0.02G
L28h5
115315
S23510
203.47
2.284.31
2.3968.9
67.8260
34.433.0
6.0513.4
10.016.7
1.000.77
0.021.00
0.640.02
GL28h
5115
315S235
200
4.752.44
6.072.54
67.465.9
13931.4
31.810.0
16.210.0
16.70.97
0.540.02
1.000.47
0.01G
L28h5
115315
S23520
204.75
2.446.07
2.5467.4
65.9173
32.531.8
9.4816.2
10.016.7
1.000.58
0.021.00
0.470.01
GL28h
5115
315S235
300
5.832.53
7.442.63
66.465.0
11330.1
31.710.0
16.610.0
16.70.94
0.440.01
1.000.39
0.01G
L28h5
115315
S23530
205.83
2.537.44
2.6366.4
65.0141
31.731.7
10.016.7
10.016.7
0.990.48
0.011.00
0.390.01
GL28h
6115
315S235
100
3.472.28
4.312.39
68.967.8
20728.4
27.511.3
18.412.0
20.01.00
0.730.02
1.000.64
0.02G
L28h6
115315
S23510
203.47
2.284.31
2.3968.9
67.8259
28.727.5
8.1218.3
12.020.0
1.000.76
0.021.00
0.640.02
GL28h
6115
315S235
200
4.752.44
6.072.54
67.465.9
18326.4
26.312.0
20.012.0
20.00.97
0.570.02
1.000.51
0.01G
L28h6
115315
S23520
204.75
2.446.07
2.5467.4
65.9229
27.026.3
10.520.0
12.020.0
1.000.63
0.011.00
0.510.01
GL28h
6115
315S235
300
5.832.53
7.442.63
66.465.0
18025.6
25.812.0
20.012.0
20.00.96
0.500.01
1.000.45
0.01G
L28h6
115315
S23530
205.83
2.537.44
2.6366.4
65.0225
26.025.8
10.820.0
12.020.0
1.000.57
0.011.00
0.450.01
GL28h
7115
315S235
100
3.472.28
4.312.39
68.967.8
21524.2
23.614.0
23.314.0
23.30.99
0.730.02
1.000.65
0.02G
L28h7
115315
S23510
203.47
2.284.31
2.3968.9
67.8268
24.623.6
9.6823.3
14.023.3
1.000.77
0.021.00
0.650.02
GL28h
7115
315S235
200
4.752.44
6.072.54
67.465.9
21922.9
22.114.0
23.314.0
23.30.98
0.610.01
1.000.55
0.01G
L28h7
115315
S23520
204.75
2.446.07
2.5467.4
65.9273
22.622.1
10.523.3
14.023.3
1.000.68
0.011.00
0.550.01
GL28h
7115
315S235
300
5.832.53
7.442.63
66.465.0
22021.9
21.314.0
23.314.0
23.30.98
0.550.01
1.000.50
0.01G
L28h7
115315
S23530
205.83
2.537.44
2.6366.4
65.0274
21.321.3
11.023.3
14.023.3
1.000.63
0.011.00
0.500.01
GL28h
8115
315S235
100
3.472.28
4.312.39
68.967.8
23621.4
20.615.8
26.516.0
26.71.00
0.750.02
1.000.67
0.02G
L28h8
115315
S23510
203.47
2.284.31
2.3968.9
67.8294
21.420.6
8.9726.7
16.026.7
1.000.80
0.021.00
0.670.02
GL28h
8115
315S235
200
4.752.44
6.072.54
67.465.9
24420.0
19.016.0
26.616.0
26.71.00
0.650.01
1.000.58
0.01G
L28h8
115315
S23520
204.75
2.446.07
2.5467.4
65.9304
19.219.0
10.026.7
16.026.7
1.000.72
0.011.00
0.580.01
GL28h
8115
315S235
300
5.832.53
7.442.63
66.465.0
24719.0
18.016.0
26.716.0
26.70.99
0.590.01
1.000.54
0.01G
L28h8
115315
S23530
205.83
2.537.44
2.6366.4
65.0309
17.818.0
10.526.6
16.026.7
1.000.69
0.011.00
0.540.01
GL28h
9115
315S235
100
3.472.28
4.312.39
68.967.8
25119.1
18.217.5
30.018.0
30.01.00
0.760.02
1.000.69
0.02G
L28h9
115315
S23510
203.47
2.284.31
2.3968.9
67.8314
18.918.2
7.6430.0
18.030.0
1.000.82
0.021.00
0.690.02
GL28h
9115
315S235
200
4.752.44
6.072.54
67.465.9
26217.7
16.517.8
30.018.0
30.01.00
0.670.01
1.000.61
0.01G
L28h9
115315
S23520
204.75
2.446.07
2.5467.4
65.9328
16.716.5
8.8229.9
18.030.0
1.000.76
0.011.00
0.610.01
GL28h
9115
315S235
300
5.832.53
7.442.63
66.465.0
26716.7
15.518.0
30.018.0
30.01.00
0.620.01
1.000.57
0.01G
L28h9
115315
S23530
205.83
2.537.44
2.6366.4
65.0334
15.115.5
9.6930.0
18.030.0
1.000.73
0.011.00
0.570.01
Appendix C, Raw data Point load at midpoint Beam type 3
C-29
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
V.Ed inst
V.Ed fin
P.preP.Ed inst
P.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
4115
360S235
100
4.483.00
5.593.16
80.179.1
26257.9
55.94.89
8.018.00
13.31.00
0.750.02
1.000.67
0.02G
L28h4
115360
S23510
204.48
3.005.59
3.1680.1
79.1327
58.555.9
3.428.02
8.0013.3
1.000.80
0.021.00
0.670.02
GL28h
4115
360S235
200
6.183.23
8.013.39
78.777.1
17854.4
53.56.32
9.948.00
13.31.00
0.580.02
1.000.49
0.01G
L28h4
115360
S23520
206.18
3.238.01
3.3978.7
77.1223
55.053.5
5.689.94
8.0013.3
1.000.61
0.021.00
0.490.01
GL28h
4115
360S235
300
7.663.37
9.963.51
77.675.9
13553.3
53.06.69
10.48.00
13.31.00
0.480.01
1.000.39
0.01G
L28h4
115360
S23530
207.66
3.379.96
3.5177.6
75.9168
53.753.0
6.3510.4
8.0013.3
1.000.50
0.011.00
0.390.01
GL28h
5115
360S235
100
4.483.00
5.593.16
80.179.1
26246.3
44.76.63
11.010.0
16.71.00
0.750.02
1.000.67
0.02G
L28h5
115360
S23510
204.48
3.005.59
3.1680.1
79.1327
46.844.7
4.3211.0
10.016.7
1.000.80
0.021.00
0.670.02
GL28h
5115
360S235
200
6.183.23
8.013.39
78.777.1
17843.6
42.88.93
14.010.0
16.71.00
0.580.02
1.000.49
0.01G
L28h5
115360
S23520
206.18
3.238.01
3.3978.7
77.1223
44.042.8
7.9214.0
10.016.7
1.000.61
0.021.00
0.490.01
GL28h
5115
360S235
300
7.663.37
9.963.51
77.675.9
13542.6
42.49.53
14.810.0
16.71.00
0.480.01
1.000.39
0.01G
L28h5
115360
S23530
207.66
3.379.96
3.5177.6
75.9169
43.042.4
8.9714.8
10.016.7
1.000.50
0.011.00
0.400.01
GL28h
6115
360S235
100
4.483.00
5.593.16
80.179.1
26138.6
37.38.80
14.612.0
20.01.00
0.750.02
1.000.67
0.02G
L28h6
115360
S23510
204.48
3.005.59
3.1680.1
79.1326
39.037.3
5.4814.6
12.020.0
1.000.80
0.021.00
0.670.02
GL28h
6115
360S235
200
6.183.23
8.013.39
78.777.1
17836.1
35.612.0
19.112.0
20.00.99
0.570.02
1.000.49
0.01G
L28h6
115360
S23520
206.18
3.238.01
3.3978.7
77.1223
36.735.6
10.719.0
12.020.0
1.000.61
0.021.00
0.490.01
GL28h
6115
360S235
300
7.663.37
9.963.51
77.675.9
14233.8
35.312.0
20.012.0
20.00.94
0.460.01
1.000.40
0.01G
L28h6
115360
S23530
207.66
3.379.96
3.5177.6
75.9177
35.835.3
12.020.0
12.020.0
1.000.50
0.011.00
0.400.01
GL28h
7115
360S235
100
4.483.00
5.593.16
80.179.1
26233.1
31.911.3
18.814.0
23.31.00
0.750.02
1.000.67
0.02G
L28h7
115360
S23510
204.48
3.005.59
3.1680.1
79.1327
33.431.9
6.7318.9
14.023.3
1.000.80
0.021.00
0.670.02
GL28h
7115
360S235
200
6.183.23
8.013.39
78.777.1
20630.5
30.514.0
23.314.0
23.30.97
0.580.02
1.000.51
0.01G
L28h7
115360
S23520
206.18
3.238.01
3.3978.7
77.1258
31.430.5
12.123.3
14.023.3
1.000.64
0.021.00
0.510.01
GL28h
7115
360S235
300
7.663.37
9.963.51
77.675.9
20229.6
29.814.0
23.314.0
23.30.96
0.500.01
1.000.45
0.01G
L28h7
115360
S23530
207.66
3.379.96
3.5177.6
75.9253
30.329.8
12.623.3
14.023.3
1.000.57
0.011.00
0.450.01
GL28h
8115
360S235
100
4.483.00
5.593.16
80.179.1
26129.0
27.914.3
23.916.0
26.71.00
0.750.02
1.000.67
0.02G
L28h8
115360
S23510
204.48
3.005.59
3.1680.1
79.1326
29.327.9
8.3423.9
16.026.7
1.000.80
0.021.00
0.670.02
GL28h
8115
360S235
200
6.183.23
8.013.39
78.777.1
24127.1
26.416.0
26.616.0
26.70.98
0.610.02
1.000.54
0.01G
L28h8
115360
S23520
206.18
3.238.01
3.3978.7
77.1301
27.226.4
12.226.7
16.026.7
1.000.68
0.011.00
0.540.01
GL28h
8115
360S235
300
7.663.37
9.963.51
77.675.9
24226.1
25.516.0
26.616.0
26.70.98
0.550.01
1.000.49
0.01G
L28h8
115360
S23530
207.66
3.379.96
3.5177.6
75.9302
25.825.5
12.726.7
16.026.7
1.000.62
0.011.00
0.490.01
Appendix C, Raw data Point load at midpoint Beam type 3
C-30
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
V.Ed inst
V.Ed fin
P.preP.Ed inst
P.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
9115
360S235
100
4.483.00
5.593.16
80.179.1
26125.7
24.817.6
29.518.0
30.01.00
0.750.02
1.000.67
0.02G
L28h9
115360
S23510
204.48
3.005.59
3.1680.1
79.1326
26.024.8
10.129.5
18.030.0
1.000.80
0.021.00
0.670.02
GL28h
9115
360S235
200
6.183.23
8.013.39
78.777.1
26624.3
23.218.0
30.018.0
30.00.99
0.640.02
1.000.57
0.01G
L28h9
115360
S23520
206.18
3.238.01
3.3978.7
77.1333
23.823.2
11.730.0
18.030.0
1.000.71
0.011.00
0.570.01
GL28h
9115
360S235
300
7.663.37
9.963.51
77.675.9
27023.1
22.118.0
30.018.0
30.00.99
0.580.01
1.000.52
0.01G
L28h9
115360
S23530
207.66
3.379.96
3.5177.6
75.9337
22.222.1
12.530.0
18.030.0
1.000.67
0.011.00
0.520.01
GL28h
4115
405S235
100
5.583.81
6.974.03
91.290.4
32075.9
73.04.24
7.048.00
13.31.00
0.780.02
1.000.70
0.02G
L28h4
115405
S23510
205.58
3.816.97
4.0391.2
90.4400
76.773.0
2.707.04
8.0013.3
1.000.83
0.021.00
0.700.02
GL28h
4115
405S235
200
7.714.12
10.14.34
90.088.4
22270.9
69.35.73
9.068.00
13.31.00
0.600.02
1.000.51
0.01G
L28h4
115405
S23520
207.71
4.1210.1
4.3490.0
88.4277
71.769.3
5.069.07
8.0013.3
1.000.64
0.021.00
0.510.01
GL28h
4115
405S235
300
9.614.31
12.74.51
88.887.0
16969.0
68.36.16
9.648.00
13.31.00
0.490.02
1.000.41
0.01G
L28h4
115405
S23530
209.61
4.3112.7
4.5188.8
87.0211
69.668.3
5.799.64
8.0013.3
1.000.52
0.021.00
0.410.01
GL28h
5115
405S235
100
5.583.81
6.974.03
91.290.4
32160.7
58.45.42
9.1510.0
16.71.00
0.780.02
1.000.70
0.02G
L28h5
115405
S23510
205.58
3.816.97
4.0391.2
90.4401
61.458.4
3.009.16
10.016.7
1.000.83
0.021.00
0.700.02
GL28h
5115
405S235
200
7.714.12
10.14.34
90.088.4
22256.7
55.47.86
12.410.0
16.71.00
0.600.02
1.000.51
0.01G
L28h5
115405
S23520
207.71
4.1210.1
4.3490.0
88.4277
57.355.4
6.7912.5
10.016.7
1.000.64
0.021.00
0.510.01
GL28h
5115
405S235
300
9.614.31
12.74.51
88.887.0
16955.2
54.68.56
13.410.0
16.71.00
0.490.02
1.000.41
0.01G
L28h5
115405
S23530
209.61
4.3112.7
4.5188.8
87.0211
55.754.6
7.9713.4
10.016.7
1.000.52
0.021.00
0.410.01
GL28h
6115
405S235
100
5.583.81
6.974.03
91.290.4
32050.6
48.66.92
11.812.0
20.01.00
0.780.02
1.000.70
0.02G
L28h6
115405
S23510
205.58
3.816.97
4.0391.2
90.4400
51.148.6
3.4411.8
12.020.0
1.000.83
0.021.00
0.700.02
GL28h
6115
405S235
200
7.714.12
10.14.34
90.088.4
22147.2
46.210.5
16.612.0
20.01.00
0.600.02
1.000.51
0.01G
L28h6
115405
S23520
207.71
4.1210.1
4.3490.0
88.4276
47.846.2
8.9416.6
12.020.0
1.000.64
0.021.00
0.510.01
GL28h
6115
405S235
300
9.614.31
12.74.51
88.887.0
16846.0
45.511.5
17.912.0
20.01.00
0.490.02
1.000.41
0.01G
L28h6
115405
S23530
209.61
4.3112.7
4.5188.8
87.0210
46.445.5
10.717.9
12.020.0
1.000.52
0.021.00
0.410.01
GL28h
7115
405S235
100
5.583.81
6.974.03
91.290.4
32143.4
41.78.61
14.814.0
23.31.00
0.780.02
1.000.70
0.02G
L28h7
115405
S23510
205.58
3.816.97
4.0391.2
90.4401
43.841.7
3.8514.9
14.023.3
1.000.83
0.021.00
0.700.02
GL28h
7115
405S235
200
7.714.12
10.14.34
90.088.4
22140.5
39.613.6
21.514.0
23.31.00
0.600.02
1.000.51
0.01G
L28h7
115405
S23520
207.71
4.1210.1
4.3490.0
88.4277
40.939.6
11.421.5
14.023.3
1.000.64
0.021.00
0.510.01
GL28h
7115
405S235
300
9.614.31
12.74.51
88.887.0
16937.6
39.014.0
23.314.0
23.30.95
0.470.02
1.000.41
0.01G
L28h7
115405
S23530
209.61
4.3112.7
4.5188.8
87.0211
39.839.0
13.823.3
14.023.3
1.000.52
0.021.00
0.410.01
Appendix C, Raw data Point load at midpoint Beam type 3
C-31
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
V.Ed inst
V.Ed fin
P.preP.Ed inst
P.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
8115
405S235
100
5.583.81
6.974.03
91.290.4
32038.0
36.510.7
18.516.0
26.71.00
0.780.02
1.000.70
0.02G
L28h8
115405
S23510
205.58
3.816.97
4.0391.2
90.4400
38.436.5
4.4718.5
16.026.7
1.000.83
0.021.00
0.700.02
GL28h
8115
405S235
200
7.714.12
10.14.34
90.088.4
22934.6
34.616.0
26.616.0
26.70.97
0.590.02
1.000.52
0.01G
L28h8
115405
S23520
207.71
4.1210.1
4.3490.0
88.4286
35.834.6
13.826.7
16.026.7
1.000.64
0.021.00
0.520.01
GL28h
8115
405S235
300
9.614.31
12.74.51
88.887.0
22533.7
33.916.0
26.616.0
26.70.96
0.510.01
1.000.45
0.01G
L28h8
115405
S23530
209.61
4.3112.7
4.5188.8
87.0281
34.733.9
14.326.7
16.026.7
1.000.57
0.011.00
0.450.01
GL28h
9115
405S235
100
5.583.81
6.974.03
91.290.4
31933.7
32.413.1
22.718.0
30.01.00
0.770.02
1.000.70
0.02G
L28h9
115405
S23510
205.58
3.816.97
4.0391.2
90.4399
34.132.4
5.2022.7
18.030.0
1.000.83
0.021.00
0.700.02
GL28h
9115
405S235
200
7.714.12
10.14.34
90.088.4
26331.3
30.718.0
30.018.0
30.00.98
0.620.02
1.000.54
0.01G
L28h9
115405
S23520
207.71
4.1210.1
4.3490.0
88.4329
31.830.7
13.830.0
18.030.0
1.000.68
0.021.00
0.540.01
GL28h
9115
405S235
300
9.614.31
12.74.51
88.887.0
26330.2
29.718.0
30.018.0
30.00.97
0.550.01
1.000.48
0.01G
L28h9
115405
S23530
209.61
4.3112.7
4.5188.8
87.0329
30.329.7
14.530.0
18.030.0
1.000.62
0.011.00
0.480.01
GL28h
4115
450S235
100
6.754.71
8.434.99
102102
38496.6
92.53.76
6.318.00
13.31.00
0.800.02
1.000.73
0.02G
L28h4
115450
S23510
206.75
4.718.43
4.99102
102418
97.392.1
3.237.34
8.0013.3
1.000.82
0.021.00
0.700.02
GL28h
4115
450S235
200
9.335.11
12.35.41
10199.7
26789.6
87.25.34
8.488.00
13.31.00
0.620.02
1.000.53
0.02G
L28h4
115450
S23520
209.33
5.1112.3
5.41101
99.7334
90.787.2
4.638.48
8.0013.3
1.000.66
0.021.00
0.530.02
GL28h
4115
450S235
300
11.75.36
15.65.63
10098.2
20786.8
85.65.79
9.088.00
13.31.00
0.510.02
1.000.43
0.01G
L28h4
115450
S23530
2011.7
5.3615.6
5.63100
98.2259
87.785.6
5.389.08
8.0013.3
1.000.54
0.021.00
0.430.01
GL28h
5115
450S235
100
6.754.71
8.434.99
102102
38377.3
74.04.55
7.8410.0
16.71.00
0.800.02
1.000.73
0.02G
L28h5
115450
S23510
206.75
4.718.43
4.99102
102418
77.873.7
3.689.42
10.016.7
1.000.82
0.021.00
0.700.02
GL28h
5115
450S235
200
9.335.11
12.35.41
10199.7
26771.7
69.87.10
11.310.0
16.71.00
0.620.02
1.000.53
0.02G
L28h5
115450
S23520
209.33
5.1112.3
5.41101
99.7334
72.569.8
5.9711.3
10.016.7
1.000.66
0.021.00
0.530.02
GL28h
5115
450S235
300
11.75.36
15.65.63
10098.2
20569.4
68.57.86
12.310.0
16.71.00
0.510.02
1.000.42
0.01G
L28h5
115450
S23530
2011.7
5.3615.6
5.63100
98.2257
70.168.5
7.2212.3
10.016.7
1.000.54
0.021.00
0.420.01
GL28h
6115
450S235
100
6.754.71
8.434.99
102102
38364.4
61.75.50
9.6712.0
20.01.00
0.800.02
1.000.73
0.02G
L28h6
115450
S23510
206.75
4.718.43
4.99102
102418
64.961.4
4.2512.0
12.020.0
1.000.82
0.021.00
0.700.02
GL28h
6115
450S235
200
9.335.11
12.35.41
10199.7
26759.7
58.19.24
14.812.0
20.01.00
0.620.02
1.000.53
0.02G
L28h6
115450
S23520
209.33
5.1112.3
5.41101
99.7333
60.558.1
7.6314.8
12.020.0
1.000.66
0.021.00
0.530.02
GL28h
6115
450S235
300
11.75.36
15.65.63
10098.2
20657.9
57.110.4
16.212.0
20.01.00
0.510.02
1.000.42
0.01G
L28h6
115450
S23530
2011.7
5.3615.6
5.63100
98.2257
58.557.1
9.4416.2
12.020.0
1.000.54
0.021.00
0.420.01
Appendix C, Raw data Point load at midpoint Beam type 3
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
V.Ed inst
V.Ed fin
P.preP.Ed inst
P.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
7115
450S235
100
6.754.71
8.434.99
102102
38455.2
52.96.57
11.814.0
23.31.00
0.800.02
1.000.73
0.02G
L28h7
115450
S23510
206.75
4.718.43
4.99102
102418
55.652.6
4.9115.0
14.023.3
1.000.82
0.021.00
0.700.02
GL28h
7115
450S235
200
9.335.11
12.35.41
10199.7
26751.2
49.811.8
18.814.0
23.31.00
0.620.02
1.000.53
0.02G
L28h7
115450
S23520
209.33
5.1112.3
5.41101
99.7334
51.849.8
9.5418.8
14.023.3
1.000.66
0.021.00
0.530.02
GL28h
7115
450S235
300
11.75.36
15.65.63
10098.2
20749.6
48.913.3
20.814.0
23.31.00
0.510.02
1.000.43
0.01G
L28h7
115450
S23530
2011.7
5.3615.6
5.63100
98.2259
50.148.9
12.020.8
14.023.3
1.000.54
0.021.00
0.430.01
GL28h
8115
450S235
100
6.754.71
8.434.99
102102
38248.3
46.37.98
14.416.0
26.71.00
0.800.02
1.000.73
0.02G
L28h8
115450
S23510
206.75
4.718.43
4.99102
102418
48.646.1
5.6718.4
16.026.7
1.000.82
0.021.00
0.700.02
GL28h
8115
450S235
200
9.335.11
12.35.41
10199.7
26644.8
43.614.7
23.616.0
26.71.00
0.620.02
1.000.53
0.02G
L28h8
115450
S23520
209.33
5.1112.3
5.41101
99.7333
45.343.6
11.823.6
16.026.7
1.000.66
0.021.00
0.530.02
GL28h
8115
450S235
300
11.75.36
15.65.63
10098.2
20542.0
42.816.0
26.216.0
26.70.96
0.490.02
1.000.42
0.01G
L28h8
115450
S23530
2011.7
5.3615.6
5.63100
98.2257
43.842.8
15.126.2
16.026.7
1.000.54
0.021.00
0.420.01
GL28h
9115
450S235
100
6.754.71
8.434.99
102102
38242.9
41.19.46
17.318.0
30.01.00
0.800.02
1.000.73
0.02G
L28h9
115450
S23510
206.75
4.718.43
4.99102
102418
43.240.9
6.5422.3
18.030.0
1.000.82
0.021.00
0.700.02
GL28h
9115
450S235
200
9.335.11
12.35.41
10199.7
26739.8
38.818.0
28.918.0
30.01.00
0.620.02
1.000.53
0.02G
L28h9
115450
S23520
209.33
5.1112.3
5.41101
99.7333
40.338.8
14.428.9
18.030.0
1.000.66
0.021.00
0.530.02
GL28h
9115
450S235
300
11.75.36
15.65.63
10098.2
24737.7
37.918.0
30.018.0
30.00.96
0.520.02
1.000.45
0.01G
L28h9
115450
S23530
2011.7
5.3615.6
5.63100
98.2308
39.037.9
16.130.0
18.030.0
1.000.58
0.021.00
0.450.01
GL28h
4115
495S235
100
8.015.69
9.976.04
113113
418119
1143.86
6.458.00
13.31.00
0.810.02
1.000.74
0.02G
L28h4
115495
S23510
208.01
5.699.97
6.04113
113418
119113
3.867.82
8.0013.3
1.000.81
0.021.00
0.690.02
GL28h
4115
495S235
200
11.06.20
14.56.57
113111
316111
1075.07
8.088.00
13.31.00
0.640.02
1.000.56
0.02G
L28h4
115495
S23520
2011.0
6.2014.5
6.57113
111395
112107
4.328.08
8.0013.3
1.000.69
0.021.00
0.560.02
GL28h
4115
495S235
300
13.86.51
18.66.86
111109
246107
1055.54
8.728.00
13.31.00
0.530.02
1.000.44
0.01G
L28h4
115495
S23530
2013.8
6.5118.6
6.86111
109307
108105
5.138.72
8.0013.3
1.000.57
0.021.00
0.440.01
GL28h
5115
495S235
100
8.015.69
9.976.04
113113
41895.2
91.64.53
7.7610.0
16.71.00
0.810.02
1.000.74
0.02G
L28h5
115495
S23510
208.01
5.699.97
6.04113
113418
95.290.0
4.539.94
10.016.7
1.000.81
0.021.00
0.690.02
GL28h
5115
495S235
200
11.06.20
14.56.57
113111
31688.6
85.96.51
10.410.0
16.71.00
0.640.02
1.000.56
0.02G
L28h5
115495
S23520
2011.0
6.2014.5
6.57113
111395
89.785.9
5.3410.4
10.016.7
1.000.69
0.021.00
0.560.02
GL28h
5115
495S235
300
13.86.51
18.66.86
111109
24785.5
84.07.30
11.510.0
16.71.00
0.530.02
1.000.44
0.01G
L28h5
115495
S23530
2013.8
6.5118.6
6.86111
109308
86.484.0
6.6311.5
10.016.7
1.000.57
0.021.00
0.440.01
Appendix C, Raw data Point load at midpoint Beam type 3
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
V.Ed inst
V.Ed fin
P.preP.Ed inst
P.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
6115
495S235
100
8.015.69
9.976.04
113113
41879.4
76.35.34
9.3512.0
20.01.00
0.810.02
1.000.74
0.02G
L28h6
115495
S23510
208.01
5.699.97
6.04113
113418
79.475.0
5.3412.5
12.020.0
1.000.81
0.021.00
0.690.02
GL28h
6115
495S235
200
11.06.20
14.56.57
113111
31773.9
71.68.26
13.312.0
20.01.00
0.650.02
1.000.56
0.02G
L28h6
115495
S23520
2011.0
6.2014.5
6.57113
111396
74.871.6
6.5513.3
12.020.0
1.000.69
0.021.00
0.560.02
GL28h
6115
495S235
300
13.86.51
18.66.86
111109
24671.2
70.09.47
14.912.0
20.01.00
0.530.02
1.000.44
0.01G
L28h6
115495
S23530
2013.8
6.5118.6
6.86111
109307
72.070.0
8.4914.9
12.020.0
1.000.57
0.021.00
0.440.01
GL28h
7115
495S235
100
8.015.69
9.976.04
113113
41868.0
65.46.30
11.214.0
23.31.00
0.810.02
1.000.74
0.02G
L28h7
115495
S23510
208.01
5.699.97
6.04113
113418
68.064.3
6.3015.6
14.023.3
1.000.81
0.021.00
0.690.02
GL28h
7115
495S235
200
11.06.20
14.56.57
113111
31663.3
61.410.4
16.814.0
23.31.00
0.640.02
1.000.56
0.02G
L28h7
115495
S23520
2011.0
6.2014.5
6.57113
111395
64.161.4
8.0316.8
14.023.3
1.000.69
0.021.00
0.560.02
GL28h
7115
495S235
300
13.86.51
18.66.86
111109
24761.1
60.012.0
18.914.0
23.31.00
0.530.02
1.000.44
0.01G
L28h7
115495
S23530
2013.8
6.5118.6
6.86111
109308
61.760.0
10.718.9
14.023.3
1.000.57
0.021.00
0.440.01
GL28h
8115
495S235
100
8.015.69
9.976.04
113113
41859.5
57.27.41
13.416.0
26.71.00
0.810.02
1.000.74
0.02G
L28h8
115495
S23510
208.01
5.699.97
6.04113
113418
59.556.3
7.4119.1
16.026.7
1.000.81
0.021.00
0.690.02
GL28h
8115
495S235
200
11.06.20
14.56.57
113111
31555.4
53.712.8
20.716.0
26.71.00
0.640.02
1.000.56
0.02G
L28h8
115495
S23520
2011.0
6.2014.5
6.57113
111393
56.153.7
9.8020.8
16.026.7
1.000.69
0.021.00
0.560.02
GL28h
8115
495S235
300
13.86.51
18.66.86
111109
24553.4
52.515.0
23.616.0
26.71.00
0.530.02
1.000.44
0.01G
L28h8
115495
S23530
2013.8
6.5118.6
6.86111
109306
54.052.5
13.223.6
16.026.7
1.000.57
0.021.00
0.440.01
GL28h
9115
495S235
100
8.015.69
9.976.04
113113
41852.9
50.98.67
15.918.0
30.01.00
0.810.02
1.000.74
0.02G
L28h9
115495
S23510
208.01
5.699.97
6.04113
113418
52.950.0
8.6723.1
18.030.0
1.000.81
0.021.00
0.690.02
GL28h
9115
495S235
200
11.06.20
14.56.57
113111
31549.2
47.715.6
25.218.0
30.01.00
0.640.02
1.000.56
0.02G
L28h9
115495
S23520
2011.0
6.2014.5
6.57113
111393
49.847.7
11.725.3
18.030.0
1.000.69
0.021.00
0.560.02
GL28h
9115
495S235
300
13.86.51
18.66.86
111109
24446.9
46.718.0
28.918.0
30.00.99
0.520.02
1.000.44
0.01G
L28h9
115495
S23530
2013.8
6.5118.6
6.86111
109305
48.046.7
16.128.9
18.030.0
1.000.56
0.021.00
0.440.01
Appendix C, Raw data Point load at midpoint Beam type 3
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Beam grade L b h ts
W.b inst
W.t inst
W.b fin
W.t fin
v.Ed inst
v.Ed fin
q.Ed inst
q.Ed fin
ω inst
ω fin
ω inst max
ω fin max
UNIT: m mm mm mm mm³ E+6
mm³ E+6
mm³ E+6
mm³ E+6
kN/m kN/m kN/m kN/m mm mm mm mm
GL24h 2 65 225 0 0.548 0.548 0.548 0.548 12.6 12.6 11.8 12.3 4.00 6.67 4.00 6.67GL24h 2.5 65 225 0 0.548 0.548 0.548 0.548 10.1 10.1 6.37 6.64 5.00 8.33 5.00 8.33GL24h 3 65 225 0 0.548 0.548 0.548 0.548 8.42 8.42 3.80 3.95 6.00 10.0 6.00 10.0GL24h 3.5 65 225 0 0.548 0.548 0.548 0.548 7.22 7.22 2.43 2.54 7.00 11.7 7.00 11.7GL24h 4 65 225 0 0.548 0.548 0.548 0.548 6.32 6.32 1.65 1.72 8.00 13.3 8.00 13.3GL24h 4.5 65 225 0 0.548 0.548 0.548 0.548 5.62 5.62 1.17 1.22 9.00 15.0 9.00 15.0GL24h 5 65 225 0 0.548 0.548 0.548 0.548 5.05 5.05 0.857 0.893 10.0 16.7 10.0 16.7GL24h 5.5 65 225 0 0.548 0.548 0.548 0.548 4.59 4.59 0.647 0.674 11.0 18.3 11.0 18.3GL24h 2 65 270 0 0.790 0.790 0.790 0.790 15.2 15.2 19.2 19.7 4.00 6.56 4.00 6.67GL24h 2.5 65 270 0 0.790 0.790 0.790 0.790 12.1 12.1 10.6 11.0 5.00 8.33 5.00 8.33GL24h 3 65 270 0 0.790 0.790 0.790 0.790 10.1 10.1 6.37 6.64 6.00 10.0 6.00 10.0GL24h 3.5 65 270 0 0.790 0.790 0.790 0.790 8.66 8.66 4.12 4.29 7.00 11.7 7.00 11.7GL24h 4 65 270 0 0.790 0.790 0.790 0.790 7.58 7.58 2.80 2.92 8.00 13.3 8.00 13.3GL24h 4.5 65 270 0 0.790 0.790 0.790 0.790 6.74 6.74 1.99 2.08 9.00 15.0 9.00 15.0GL24h 5 65 270 0 0.790 0.790 0.790 0.790 6.07 6.07 1.46 1.53 10.0 16.7 10.0 16.7GL24h 5.5 65 270 0 0.790 0.790 0.790 0.790 5.51 5.51 1.11 1.15 11.0 18.3 11.0 18.3GL24h 6 65 270 0 0.790 0.790 0.790 0.790 5.05 5.05 0.857 0.893 12.0 20.0 12.0 20.0GL24h 2 65 315 0 1.07 1.07 1.07 1.07 17.7 17.7 26.4 26.4 3.70 5.92 4.00 6.67GL24h 2.5 65 315 0 1.07 1.07 1.07 1.07 14.2 14.2 16.0 16.7 5.00 8.33 5.00 8.33GL24h 3 65 315 0 1.07 1.07 1.07 1.07 11.8 11.8 9.78 10.2 6.00 10.0 6.00 10.0GL24h 3.5 65 315 0 1.07 1.07 1.07 1.07 10.1 10.1 6.37 6.64 7.00 11.7 7.00 11.7GL24h 4 65 315 0 1.07 1.07 1.07 1.07 8.85 8.85 4.36 4.55 8.00 13.3 8.00 13.3GL24h 4.5 65 315 0 1.07 1.07 1.07 1.07 7.86 7.86 3.11 3.24 9.00 15.0 9.00 15.0GL24h 5 65 315 0 1.07 1.07 1.07 1.07 7.08 7.08 2.30 2.39 10.0 16.7 10.0 16.7GL24h 5.5 65 315 0 1.07 1.07 1.07 1.07 6.43 6.43 1.74 1.81 11.0 18.3 11.0 18.3GL24h 6 65 315 0 1.07 1.07 1.07 1.07 5.90 5.90 1.35 1.40 12.0 20.0 12.0 20.0GL24h 6.5 65 315 0 1.07 1.07 1.07 1.07 5.44 5.44 1.07 1.11 13.0 21.7 13.0 21.7GL24h 7 65 315 0 1.07 1.07 1.07 1.07 5.05 5.05 0.857 0.893 14.0 23.3 14.0 23.3GL28h 4 90 225 0 0.759 0.759 0.759 0.759 9.72 9.72 2.48 2.59 8.00 13.3 8.00 13.3GL28h 5 90 225 0 0.759 0.759 0.759 0.759 7.78 7.78 1.29 1.34 10.0 16.7 10.0 16.7GL28h 6 90 225 0 0.759 0.759 0.759 0.759 6.48 6.48 0.752 0.783 12.0 20.0 12.0 20.0GL28h 7 90 225 0 0.759 0.759 0.759 0.759 5.55 5.55 0.476 0.496 14.0 23.3 14.0 23.3GL28h 4 90 270 0 1.09 1.09 1.09 1.09 11.7 11.7 4.22 4.39 8.00 13.3 8.00 13.3GL28h 5 90 270 0 1.09 1.09 1.09 1.09 9.33 9.33 2.20 2.29 10.0 16.7 10.0 16.7GL28h 6 90 270 0 1.09 1.09 1.09 1.09 7.78 7.78 1.29 1.34 12.0 20.0 12.0 20.0GL28h 7 90 270 0 1.09 1.09 1.09 1.09 6.67 6.67 0.817 0.851 14.0 23.3 14.0 23.3GL28h 8 90 270 0 1.09 1.09 1.09 1.09 5.83 5.83 0.550 0.573 16.0 26.7 16.0 26.7GL28h 4 90 315 0 1.49 1.49 1.49 1.49 13.6 13.6 6.56 6.84 8.00 13.3 8.00 13.3GL28h 5 90 315 0 1.49 1.49 1.49 1.49 10.9 10.9 3.45 3.60 10.0 16.7 10.0 16.7GL28h 6 90 315 0 1.49 1.49 1.49 1.49 9.07 9.07 2.03 2.11 12.0 20.0 12.0 20.0GL28h 7 90 315 0 1.49 1.49 1.49 1.49 7.78 7.78 1.29 1.34 14.0 23.3 14.0 23.3GL28h 8 90 315 0 1.49 1.49 1.49 1.49 6.80 6.80 0.869 0.905 16.0 26.7 16.0 26.7GL28h 9 90 315 0 1.49 1.49 1.49 1.49 6.05 6.05 0.613 0.638 18.0 30.0 18.0 30.0GL28h 4 90 360 0 1.94 1.94 1.94 1.94 15.6 15.6 9.58 9.98 8.00 13.3 8.00 13.3GL28h 5 90 360 0 1.94 1.94 1.94 1.94 12.4 12.4 5.08 5.29 10.0 16.7 10.0 16.7GL28h 6 90 360 0 1.94 1.94 1.94 1.94 10.4 10.4 3.00 3.12 12.0 20.0 12.0 20.0GL28h 7 90 360 0 1.94 1.94 1.94 1.94 8.89 8.89 1.91 1.99 14.0 23.3 14.0 23.3
Appendix C, Raw data Uniformly distributed load Beam type 1
C-35
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Beam grade L b h ts
W.b inst
W.t inst
W.b fin
W.t fin
v.Ed inst
v.Ed fin
q.Ed inst
q.Ed fin
ω inst
ω fin
ω inst max
ω fin max
UNIT: m mm mm mm mm³ E+6
mm³ E+6
mm³ E+6
mm³ E+6
kN/m kN/m kN/m kN/m mm mm mm mm
GL28h 8 90 360 0 1.94 1.94 1.94 1.94 7.78 7.78 1.29 1.34 16.0 26.7 16.0 26.7GL28h 9 90 360 0 1.94 1.94 1.94 1.94 6.91 6.91 0.910 0.948 18.0 30.0 18.0 30.0GL28h 10 90 360 0 1.94 1.94 1.94 1.94 6.22 6.22 0.666 0.694 20.0 33.3 20.0 33.3GL28h 11 90 360 0 1.94 1.94 1.94 1.94 5.66 5.66 0.502 0.523 22.0 36.7 22.0 36.7GL28h 4 90 405 0 2.46 2.46 2.46 2.46 17.5 17.5 13.3 13.9 8.00 13.3 8.00 13.3GL28h 5 90 405 0 2.46 2.46 2.46 2.46 14.0 14.0 7.11 7.41 10.0 16.7 10.0 16.7GL28h 6 90 405 0 2.46 2.46 2.46 2.46 11.7 11.7 4.22 4.39 12.0 20.0 12.0 20.0GL28h 7 90 405 0 2.46 2.46 2.46 2.46 10.0 10.0 2.69 2.81 14.0 23.3 14.0 23.3GL28h 8 90 405 0 2.46 2.46 2.46 2.46 8.75 8.75 1.82 1.90 16.0 26.7 16.0 26.7GL28h 9 90 405 0 2.46 2.46 2.46 2.46 7.78 7.78 1.29 1.34 18.0 30.0 18.0 30.0GL28h 10 90 405 0 2.46 2.46 2.46 2.46 7.00 7.00 0.944 0.984 20.0 33.3 20.0 33.3GL28h 11 90 405 0 2.46 2.46 2.46 2.46 6.36 6.36 0.712 0.742 22.0 36.7 22.0 36.7GL28h 4 90 450 0 3.04 3.04 3.04 3.04 19.4 19.4 17.8 18.5 8.00 13.3 8.00 13.3GL28h 5 90 450 0 3.04 3.04 3.04 3.04 15.6 15.6 9.58 9.98 10.0 16.7 10.0 16.7GL28h 6 90 450 0 3.04 3.04 3.04 3.04 13.0 13.0 5.71 5.95 12.0 20.0 12.0 20.0GL28h 7 90 450 0 3.04 3.04 3.04 3.04 11.1 11.1 3.66 3.81 14.0 23.3 14.0 23.3GL28h 8 90 450 0 3.04 3.04 3.04 3.04 9.72 9.72 2.48 2.59 16.0 26.7 16.0 26.7GL28h 9 90 450 0 3.04 3.04 3.04 3.04 8.64 8.64 1.76 1.83 18.0 30.0 18.0 30.0GL28h 10 90 450 0 3.04 3.04 3.04 3.04 7.78 7.78 1.29 1.34 20.0 33.3 20.0 33.3GL28h 11 90 450 0 3.04 3.04 3.04 3.04 7.07 7.07 0.973 1.01 22.0 36.7 22.0 36.7GL28h 4 90 495 0 3.68 3.68 3.68 3.68 21.4 21.4 23.0 23.9 8.00 13.3 8.00 13.3GL28h 5 90 495 0 3.68 3.68 3.68 3.68 17.1 17.1 12.5 13.0 10.0 16.7 10.0 16.7GL28h 6 90 495 0 3.68 3.68 3.68 3.68 14.3 14.3 7.49 7.80 12.0 20.0 12.0 20.0GL28h 7 90 495 0 3.68 3.68 3.68 3.68 12.2 12.2 4.82 5.02 14.0 23.3 14.0 23.3GL28h 8 90 495 0 3.68 3.68 3.68 3.68 10.7 10.7 3.28 3.41 16.0 26.7 16.0 26.7GL28h 9 90 495 0 3.68 3.68 3.68 3.68 9.50 9.50 2.32 2.42 18.0 30.0 18.0 30.0GL28h 10 90 495 0 3.68 3.68 3.68 3.68 8.55 8.55 1.71 1.78 20.0 33.3 20.0 33.3GL28h 11 90 495 0 3.68 3.68 3.68 3.68 7.78 7.78 1.29 1.34 22.0 36.7 22.0 36.7GL28h 4 115 225 0 0.970 0.970 0.970 0.970 12.4 12.4 3.17 3.30 8.00 13.3 8.00 13.3GL28h 5 115 225 0 0.970 0.970 0.970 0.970 9.94 9.94 1.65 1.72 10.0 16.7 10.0 16.7GL28h 6 115 225 0 0.970 0.970 0.970 0.970 8.28 8.28 0.961 1.00 12.0 20.0 12.0 20.0GL28h 7 115 225 0 0.970 0.970 0.970 0.970 7.10 7.10 0.608 0.633 14.0 23.3 14.0 23.3GL28h 4 115 270 0 1.40 1.40 1.40 1.40 14.9 14.9 5.39 5.61 8.00 13.3 8.00 13.3GL28h 5 115 270 0 1.40 1.40 1.40 1.40 11.9 11.9 2.81 2.93 10.0 16.7 10.0 16.7GL28h 6 115 270 0 1.40 1.40 1.40 1.40 9.94 9.94 1.65 1.72 12.0 20.0 12.0 20.0GL28h 7 115 270 0 1.40 1.40 1.40 1.40 8.52 8.52 1.04 1.09 14.0 23.3 14.0 23.3GL28h 8 115 270 0 1.40 1.40 1.40 1.40 7.45 7.45 0.703 0.732 16.0 26.7 16.0 26.7GL28h 4 115 315 0 1.90 1.90 1.90 1.90 17.4 17.4 8.39 8.74 8.00 13.3 8.00 13.3GL28h 5 115 315 0 1.90 1.90 1.90 1.90 13.9 13.9 4.41 4.60 10.0 16.7 10.0 16.7GL28h 6 115 315 0 1.90 1.90 1.90 1.90 11.6 11.6 2.59 2.70 12.0 20.0 12.0 20.0GL28h 7 115 315 0 1.90 1.90 1.90 1.90 9.94 9.94 1.65 1.72 14.0 23.3 14.0 23.3GL28h 8 115 315 0 1.90 1.90 1.90 1.90 8.69 8.69 1.11 1.16 16.0 26.7 16.0 26.7GL28h 9 115 315 0 1.90 1.90 1.90 1.90 7.73 7.73 0.783 0.815 18.0 30.0 18.0 30.0GL28h 4 115 360 0 2.48 2.48 2.48 2.48 19.9 19.9 12.2 12.7 8.00 13.3 8.00 13.3GL28h 5 115 360 0 2.48 2.48 2.48 2.48 15.9 15.9 6.49 6.76 10.0 16.7 10.0 16.7GL28h 6 115 360 0 2.48 2.48 2.48 2.48 13.2 13.2 3.83 3.99 12.0 20.0 12.0 20.0GL28h 7 115 360 0 2.48 2.48 2.48 2.48 11.4 11.4 2.44 2.54 14.0 23.3 14.0 23.3
Appendix C, Raw data Uniformly distributed load Beam type 1
C-36
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Beam grade L b h ts
W.b inst
W.t inst
W.b fin
W.t fin
v.Ed inst
v.Ed fin
q.Ed inst
q.Ed fin
ω inst
ω fin
ω inst max
ω fin max
UNIT: m mm mm mm mm³ E+6
mm³ E+6
mm³ E+6
mm³ E+6
kN/m kN/m kN/m kN/m mm mm mm mm
GL28h 8 115 360 0 2.48 2.48 2.48 2.48 9.94 9.94 1.65 1.72 16.0 26.7 16.0 26.7GL28h 9 115 360 0 2.48 2.48 2.48 2.48 8.83 8.83 1.16 1.21 18.0 30.0 18.0 30.0GL28h 4 115 405 0 3.14 3.14 3.14 3.14 22.4 22.4 17.0 17.7 8.00 13.3 8.00 13.3GL28h 5 115 405 0 3.14 3.14 3.14 3.14 17.9 17.9 9.09 9.46 10.0 16.7 10.0 16.7GL28h 6 115 405 0 3.14 3.14 3.14 3.14 14.9 14.9 5.39 5.61 12.0 20.0 12.0 20.0GL28h 7 115 405 0 3.14 3.14 3.14 3.14 12.8 12.8 3.44 3.59 14.0 23.3 14.0 23.3GL28h 8 115 405 0 3.14 3.14 3.14 3.14 11.2 11.2 2.33 2.43 16.0 26.7 16.0 26.7GL28h 9 115 405 0 3.14 3.14 3.14 3.14 9.94 9.94 1.65 1.72 18.0 30.0 18.0 30.0GL28h 4 115 450 0 3.88 3.88 3.88 3.88 24.8 24.8 22.7 23.6 8.00 13.3 8.00 13.3GL28h 5 115 450 0 3.88 3.88 3.88 3.88 19.9 19.9 12.2 12.7 10.0 16.7 10.0 16.7GL28h 6 115 450 0 3.88 3.88 3.88 3.88 16.6 16.6 7.29 7.60 12.0 20.0 12.0 20.0GL28h 7 115 450 0 3.88 3.88 3.88 3.88 14.2 14.2 4.68 4.87 14.0 23.3 14.0 23.3GL28h 8 115 450 0 3.88 3.88 3.88 3.88 12.4 12.4 3.17 3.30 16.0 26.7 16.0 26.7GL28h 9 115 450 0 3.88 3.88 3.88 3.88 11.0 11.0 2.25 2.34 18.0 30.0 18.0 30.0GL28h 4 115 495 0 4.70 4.70 4.70 4.70 27.3 27.3 29.3 30.6 8.00 13.3 8.00 13.3GL28h 5 115 495 0 4.70 4.70 4.70 4.70 21.9 21.9 16.0 16.6 10.0 16.7 10.0 16.7GL28h 6 115 495 0 4.70 4.70 4.70 4.70 18.2 18.2 9.57 9.97 12.0 20.0 12.0 20.0GL28h 7 115 495 0 4.70 4.70 4.70 4.70 15.6 15.6 6.16 6.42 14.0 23.3 14.0 23.3GL28h 8 115 495 0 4.70 4.70 4.70 4.70 13.7 13.7 4.19 4.36 16.0 26.7 16.0 26.7GL28h 9 115 495 0 4.70 4.70 4.70 4.70 12.1 12.1 2.97 3.09 18.0 30.0 18.0 30.0
Appendix C, Raw data Uniformly distributed load Beam type 1
C-37
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Beam grade L b h ts
W.b inst
W.t inst
W.b fin
W.t fin
v.Ed inst
v.Ed fin P.
pre q.Ed
instq.Ed fin
ω inst
ω fin
ω inst max
ω fin max
UNIT: m mm mm mm mm³
E+6 mm³
E+6 mm³
E+6 mm³
E+6kN/m kN/m N kN/m kN/m mm mm mm mm
GL24h 2 65 225 10 0.950 0.624 1.14 0.644 11.9 11.6 0 15.4 16.3 4.00 6.31 4.00 6.67GL24h 2 65 225 20 1.24 0.655 1.50 0.675 11.5 11.3 0 16.6 17.1 3.88 5.99 4.00 6.67GL24h 2 65 225 30 1.46 0.678 1.76 0.698 11.4 11.2 0 17.2 17.7 3.77 5.86 4.00 6.67GL24h 2.5 65 225 10 0.950 0.624 1.14 0.644 9.53 9.30 0 8.45 9.51 5.00 8.33 5.00 8.33GL24h 2.5 65 225 20 1.24 0.655 1.50 0.675 9.23 9.01 0 9.45 10.6 5.00 8.33 5.00 8.33GL24h 2.5 65 225 30 1.46 0.678 1.76 0.698 9.13 8.99 0 10.1 11.2 5.00 8.33 5.00 8.33GL24h 3 65 225 10 0.950 0.624 1.14 0.644 7.94 7.75 0 5.09 5.74 6.00 10.0 6.00 10.0GL24h 3 65 225 20 1.24 0.655 1.50 0.675 7.70 7.51 0 5.71 6.41 6.00 10.0 6.00 10.0GL24h 3 65 225 30 1.46 0.678 1.76 0.698 7.61 7.49 0 6.13 6.83 6.00 10.0 6.00 10.0GL24h 3.5 65 225 10 0.950 0.624 1.14 0.644 6.81 6.64 0 3.28 3.71 7.00 11.7 7.00 11.7GL24h 3.5 65 225 20 1.24 0.655 1.50 0.675 6.60 6.44 0 3.70 4.16 7.00 11.7 7.00 11.7GL24h 3.5 65 225 30 1.46 0.678 1.76 0.698 6.52 6.42 0 3.97 4.44 7.00 11.7 7.00 11.7GL24h 4 65 225 10 0.950 0.624 1.14 0.644 5.96 5.81 0 2.23 2.53 8.00 13.3 8.00 13.3GL24h 4 65 225 20 1.24 0.655 1.50 0.675 5.77 5.63 0 2.52 2.84 8.00 13.3 8.00 13.3GL24h 4 65 225 30 1.46 0.678 1.76 0.698 5.71 5.62 0 2.71 3.04 8.00 13.3 8.00 13.3GL24h 4.5 65 225 10 0.950 0.624 1.14 0.644 5.30 5.17 0 1.59 1.80 9.00 15.0 9.00 15.0GL24h 4.5 65 225 20 1.24 0.655 1.50 0.675 5.13 5.01 0 1.79 2.02 9.00 15.0 9.00 15.0GL24h 4.5 65 225 30 1.46 0.678 1.76 0.698 5.07 4.99 0 1.93 2.17 9.00 15.0 9.00 15.0GL24h 5 65 225 10 0.950 0.624 1.14 0.644 4.77 4.65 0 1.17 1.32 10.0 16.7 10.0 16.7GL24h 5 65 225 20 1.24 0.655 1.50 0.675 4.62 4.51 0 1.32 1.49 10.0 16.7 10.0 16.7GL24h 5 65 225 30 1.46 0.678 1.76 0.698 4.57 4.49 0 1.42 1.60 10.0 16.7 10.0 16.7GL24h 5.5 65 225 10 0.950 0.624 1.14 0.644 4.33 4.23 0 0.881 1.00 11.0 18.3 11.0 18.3GL24h 5.5 65 225 20 1.24 0.655 1.50 0.675 4.20 4.10 0 0.999 1.13 11.0 18.3 11.0 18.3GL24h 5.5 65 225 30 1.46 0.678 1.76 0.698 4.15 4.09 0 1.08 1.21 11.0 18.3 11.0 18.3GL24h 2 65 270 10 1.39 0.924 1.70 0.962 14.7 14.5 0 23.0 24.0 3.67 5.68 4.00 6.67GL24h 2 65 270 20 1.87 0.980 2.33 1.02 14.4 14.0 0 24.5 25.4 3.50 5.42 4.00 6.67GL24h 2 65 270 30 2.25 1.02 2.81 1.05 14.1 13.9 0 25.4 26.2 3.41 5.31 4.00 6.67GL24h 2.5 65 270 10 1.39 0.924 1.70 0.962 11.8 11.6 0 14.1 15.4 5.00 8.01 5.00 8.33GL24h 2.5 65 270 20 1.87 0.980 2.33 1.02 11.5 11.2 0 15.7 16.2 4.92 7.57 5.00 8.33GL24h 2.5 65 270 30 2.25 1.02 2.81 1.05 11.3 11.1 0 16.2 16.8 4.77 7.36 5.00 8.33GL24h 3 65 270 10 1.39 0.924 1.70 0.962 9.82 9.64 0 8.63 9.82 6.00 10.0 6.00 10.0GL24h 3 65 270 20 1.87 0.980 2.33 1.02 9.57 9.35 0 9.79 11.1 6.00 10.0 6.00 10.0GL24h 3 65 270 30 2.25 1.02 2.81 1.05 9.43 9.25 0 10.5 11.7 6.00 9.87 6.00 10.0GL24h 3.5 65 270 10 1.39 0.924 1.70 0.962 8.42 8.26 0 5.63 6.42 7.00 11.7 7.00 11.7GL24h 3.5 65 270 20 1.87 0.980 2.33 1.02 8.20 8.01 0 6.41 7.28 7.00 11.7 7.00 11.7GL24h 3.5 65 270 30 2.25 1.02 2.81 1.05 8.08 7.93 0 6.92 7.78 7.00 11.7 7.00 11.7GL24h 4 65 270 10 1.39 0.924 1.70 0.962 7.37 7.23 0 3.86 4.41 8.00 13.3 8.00 13.3GL24h 4 65 270 20 1.87 0.980 2.33 1.02 7.18 7.01 0 4.41 5.02 8.00 13.3 8.00 13.3GL24h 4 65 270 30 2.25 1.02 2.81 1.05 7.07 6.94 0 4.77 5.38 8.00 13.3 8.00 13.3GL24h 4.5 65 270 10 1.39 0.924 1.70 0.962 6.55 6.42 0 2.75 3.15 9.00 15.0 9.00 15.0GL24h 4.5 65 270 20 1.87 0.980 2.33 1.02 6.38 6.23 0 3.16 3.60 9.00 15.0 9.00 15.0GL24h 4.5 65 270 30 2.25 1.02 2.81 1.05 6.29 6.16 0 3.42 3.86 9.00 15.0 9.00 15.0GL24h 5 65 270 10 1.39 0.924 1.70 0.962 5.89 5.78 0 2.03 2.33 10.0 16.7 10.0 16.7GL24h 5 65 270 20 1.87 0.980 2.33 1.02 5.74 5.61 0 2.33 2.66 10.0 16.7 10.0 16.7GL24h 5 65 270 30 2.25 1.02 2.81 1.05 5.66 5.55 0 2.53 2.86 10.0 16.7 10.0 16.7GL24h 5.5 65 270 10 1.39 0.924 1.70 0.962 5.36 5.26 0 1.54 1.77 11.0 18.3 11.0 18.3GL24h 5.5 65 270 20 1.87 0.980 2.33 1.02 5.22 5.10 0 1.77 2.02 11.0 18.3 11.0 18.3
Input: bs = b - 20mm
Appendix C, Raw data Uniformly distributed load Beam type 2
C-38
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Beam grade L b h ts
W.b inst
W.t inst
W.b fin
W.t fin
v.Ed inst
v.Ed fin P.
pre q.Ed
instq.Ed fin
ω inst
ω fin
ω inst max
ω fin max
UNIT: m mm mm mm mm³
E+6 mm³
E+6 mm³
E+6 mm³
E+6kN/m kN/m N kN/m kN/m mm mm mm mm
Input: bs = b - 20mm
GL24h 5.5 65 270 30 2.25 1.02 2.81 1.05 5.14 5.04 0 1.92 2.17 11.0 18.3 11.0 18.3GL24h 6 65 270 10 1.39 0.924 1.70 0.962 4.91 4.82 0 1.19 1.37 12.0 20.0 12.0 20.0GL24h 6 65 270 20 1.87 0.980 2.33 1.02 4.78 4.67 0 1.37 1.57 12.0 20.0 12.0 20.0GL24h 6 65 270 30 2.25 1.02 2.81 1.05 4.72 4.62 0 1.49 1.69 12.0 20.0 12.0 20.0GL24h 2 65 315 10 1.89 1.28 2.34 1.34 17.6 17.3 0 31.4 32.9 3.41 5.31 4.00 6.67GL24h 2 65 315 20 2.57 1.37 3.28 1.43 17.2 16.8 0 33.6 35.0 3.28 5.12 4.00 6.67GL24h 2 65 315 30 3.15 1.42 4.02 1.48 17.0 16.6 0 34.9 36.3 3.22 5.03 4.00 6.67GL24h 2.5 65 315 10 1.89 1.28 2.34 1.34 14.1 13.9 0 20.1 21.0 4.73 7.29 5.00 8.33GL24h 2.5 65 315 20 2.57 1.37 3.28 1.43 13.8 13.5 0 21.5 22.4 4.49 6.93 5.00 8.33GL24h 2.5 65 315 30 3.15 1.42 4.02 1.48 13.6 13.3 0 22.3 23.2 4.36 6.76 5.00 8.33GL24h 3 65 315 10 1.89 1.28 2.34 1.34 11.7 11.5 0 13.2 14.6 6.00 9.72 6.00 10.0GL24h 3 65 315 20 2.57 1.37 3.28 1.43 11.5 11.2 0 14.9 15.6 5.96 9.14 6.00 10.0GL24h 3 65 315 30 3.15 1.42 4.02 1.48 11.3 11.1 0 15.5 16.1 5.76 8.86 6.00 10.0GL24h 3.5 65 315 10 1.89 1.28 2.34 1.34 10.0 9.89 0 8.69 9.96 7.00 11.7 7.00 11.7GL24h 3.5 65 315 20 2.57 1.37 3.28 1.43 9.83 9.62 0 9.95 11.4 7.00 11.7 7.00 11.7GL24h 3.5 65 315 30 3.15 1.42 4.02 1.48 9.69 9.49 0 10.8 11.8 7.00 11.4 7.00 11.7GL24h 4 65 315 10 1.89 1.28 2.34 1.34 8.78 8.66 0 6.01 6.90 8.00 13.3 8.00 13.3GL24h 4 65 315 20 2.57 1.37 3.28 1.43 8.60 8.42 0 6.91 7.91 8.00 13.3 8.00 13.3GL24h 4 65 315 30 3.15 1.42 4.02 1.48 8.48 8.30 0 7.49 8.50 8.00 13.3 8.00 13.3GL24h 4.5 65 315 10 1.89 1.28 2.34 1.34 7.81 7.69 0 4.31 4.96 9.00 15.0 9.00 15.0GL24h 4.5 65 315 20 2.57 1.37 3.28 1.43 7.65 7.48 0 4.97 5.71 9.00 15.0 9.00 15.0GL24h 4.5 65 315 30 3.15 1.42 4.02 1.48 7.54 7.38 0 5.41 6.15 9.00 15.0 9.00 15.0GL24h 5 65 315 10 1.89 1.28 2.34 1.34 7.03 6.93 0 3.19 3.68 10.0 16.7 10.0 16.7GL24h 5 65 315 20 2.57 1.37 3.28 1.43 6.88 6.73 0 3.69 4.25 10.0 16.7 10.0 16.7GL24h 5 65 315 30 3.15 1.42 4.02 1.48 6.78 6.64 0 4.02 4.58 10.0 16.7 10.0 16.7GL24h 5.5 65 315 10 1.89 1.28 2.34 1.34 6.39 6.30 0 2.43 2.80 11.0 18.3 11.0 18.3GL24h 5.5 65 315 20 2.57 1.37 3.28 1.43 6.26 6.12 0 2.81 3.24 11.0 18.3 11.0 18.3GL24h 5.5 65 315 30 3.15 1.42 4.02 1.48 6.17 6.04 0 3.07 3.50 11.0 18.3 11.0 18.3GL24h 6 65 315 10 1.89 1.28 2.34 1.34 5.86 5.77 0 1.89 2.18 12.0 20.0 12.0 20.0GL24h 6 65 315 20 2.57 1.37 3.28 1.43 5.73 5.61 0 2.19 2.52 12.0 20.0 12.0 20.0GL24h 6 65 315 30 3.15 1.42 4.02 1.48 5.65 5.53 0 2.39 2.73 12.0 20.0 12.0 20.0GL24h 6.5 65 315 10 1.89 1.28 2.34 1.34 5.41 5.33 0 1.49 1.73 13.0 21.7 13.0 21.7GL24h 6.5 65 315 20 2.57 1.37 3.28 1.43 5.29 5.18 0 1.74 2.00 13.0 21.7 13.0 21.7GL24h 6.5 65 315 30 3.15 1.42 4.02 1.48 5.22 5.11 0 1.90 2.17 13.0 21.7 13.0 21.7GL24h 7 65 315 10 1.89 1.28 2.34 1.34 5.02 4.95 0 1.20 1.39 14.0 23.3 14.0 23.3GL24h 7 65 315 20 2.57 1.37 3.28 1.43 4.91 4.81 0 1.40 1.62 14.0 23.3 14.0 23.3GL24h 7 65 315 30 3.15 1.42 4.02 1.48 4.84 4.74 0 1.53 1.75 14.0 23.3 14.0 23.3GL28h 4 90 225 10 1.33 0.866 1.60 0.894 9.15 8.93 0 3.38 3.83 8.00 13.3 8.00 13.3GL28h 4 90 225 20 1.73 0.909 2.10 0.936 8.87 8.65 0 3.81 4.29 8.00 13.3 8.00 13.3GL28h 4 90 225 30 2.05 0.940 2.47 0.969 8.77 8.64 0 4.10 4.59 8.00 13.3 8.00 13.3GL28h 5 90 225 10 1.33 0.866 1.60 0.894 7.32 7.14 0 1.76 2.00 10.0 16.7 10.0 16.7GL28h 5 90 225 20 1.73 0.909 2.10 0.936 7.09 6.92 0 1.99 2.25 10.0 16.7 10.0 16.7GL28h 5 90 225 30 2.05 0.940 2.47 0.969 7.02 6.91 0 2.15 2.41 10.0 16.7 10.0 16.7GL28h 6 90 225 10 1.33 0.866 1.60 0.894 6.10 5.95 0 1.03 1.17 12.0 20.0 12.0 20.0GL28h 6 90 225 20 1.73 0.909 2.10 0.936 5.91 5.77 0 1.17 1.32 12.0 20.0 12.0 20.0GL28h 6 90 225 30 2.05 0.940 2.47 0.969 5.85 5.76 0 1.26 1.41 12.0 20.0 12.0 20.0GL28h 7 90 225 10 1.33 0.866 1.60 0.894 5.23 5.10 0 0.653 0.743 14.0 23.3 14.0 23.3
Appendix C, Raw data Uniformly distributed load Beam type 2
C-39
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Beam grade L b h ts
W.b inst
W.t inst
W.b fin
W.t fin
v.Ed inst
v.Ed fin P.
pre q.Ed
instq.Ed fin
ω inst
ω fin
ω inst max
ω fin max
UNIT: m mm mm mm mm³
E+6 mm³
E+6 mm³
E+6 mm³
E+6kN/m kN/m N kN/m kN/m mm mm mm mm
Input: bs = b - 20mm
GL28h 7 90 225 20 1.73 0.909 2.10 0.936 5.07 4.95 0 0.741 0.837 14.0 23.3 14.0 23.3GL28h 7 90 225 30 2.05 0.940 2.47 0.969 5.01 4.93 0 0.800 0.898 14.0 23.3 14.0 23.3GL28h 4 90 270 10 1.95 1.28 2.39 1.34 11.3 11.1 0 5.83 6.67 8.00 13.3 8.00 13.3GL28h 4 90 270 20 2.62 1.36 3.27 1.41 11.0 10.8 0 6.67 7.58 8.00 13.3 8.00 13.3GL28h 4 90 270 30 3.16 1.41 3.94 1.46 10.9 10.7 0 7.21 8.12 8.00 13.3 8.00 13.3GL28h 5 90 270 10 1.95 1.28 2.39 1.34 9.06 8.88 0 3.07 3.52 10.0 16.7 10.0 16.7GL28h 5 90 270 20 2.62 1.36 3.27 1.41 8.82 8.61 0 3.53 4.02 10.0 16.7 10.0 16.7GL28h 5 90 270 30 3.16 1.41 3.94 1.46 8.70 8.53 0 3.82 4.32 10.0 16.7 10.0 16.7GL28h 6 90 270 10 1.95 1.28 2.39 1.34 7.55 7.40 0 1.81 2.07 12.0 20.0 12.0 20.0GL28h 6 90 270 20 2.62 1.36 3.27 1.41 7.35 7.18 0 2.08 2.37 12.0 20.0 12.0 20.0GL28h 6 90 270 30 3.16 1.41 3.94 1.46 7.25 7.11 0 2.25 2.55 12.0 20.0 12.0 20.0GL28h 7 90 270 10 1.95 1.28 2.39 1.34 6.47 6.34 0 1.15 1.32 14.0 23.3 14.0 23.3GL28h 7 90 270 20 2.62 1.36 3.27 1.41 6.30 6.15 0 1.32 1.51 14.0 23.3 14.0 23.3GL28h 7 90 270 30 3.16 1.41 3.94 1.46 6.21 6.09 0 1.44 1.63 14.0 23.3 14.0 23.3GL28h 8 90 270 10 1.95 1.28 2.39 1.34 5.66 5.55 0 0.774 0.891 16.0 26.7 16.0 26.7GL28h 8 90 270 20 2.62 1.36 3.27 1.41 5.51 5.38 0 0.892 1.02 16.0 26.7 16.0 26.7GL28h 8 90 270 30 3.16 1.41 3.94 1.46 5.43 5.33 0 0.970 1.10 16.0 26.7 16.0 26.7GL28h 4 90 315 10 2.65 1.77 3.28 1.86 13.5 13.3 0 9.08 10.4 8.00 13.3 8.00 13.3GL28h 4 90 315 20 3.61 1.90 4.61 1.98 13.2 12.9 0 10.4 12.0 8.00 13.3 8.00 13.3GL28h 4 90 315 30 4.43 1.97 5.65 2.05 13.0 12.8 0 11.3 12.8 8.00 13.3 8.00 13.3GL28h 5 90 315 10 2.65 1.77 3.28 1.86 10.8 10.6 0 4.83 5.57 10.0 16.7 10.0 16.7GL28h 5 90 315 20 3.61 1.90 4.61 1.98 10.6 10.3 0 5.59 6.42 10.0 16.7 10.0 16.7GL28h 5 90 315 30 4.43 1.97 5.65 2.05 10.4 10.2 0 6.08 6.92 10.0 16.7 10.0 16.7GL28h 6 90 315 10 2.65 1.77 3.28 1.86 9.00 8.87 0 2.85 3.30 12.0 20.0 12.0 20.0GL28h 6 90 315 20 3.61 1.90 4.61 1.98 8.81 8.62 0 3.31 3.82 12.0 20.0 12.0 20.0GL28h 6 90 315 30 4.43 1.97 5.65 2.05 8.68 8.50 0 3.61 4.12 12.0 20.0 12.0 20.0GL28h 7 90 315 10 2.65 1.77 3.28 1.86 7.72 7.60 0 1.82 2.11 14.0 23.3 14.0 23.3GL28h 7 90 315 20 3.61 1.90 4.61 1.98 7.55 7.39 0 2.12 2.44 14.0 23.3 14.0 23.3GL28h 7 90 315 30 4.43 1.97 5.65 2.05 7.44 7.29 0 2.31 2.64 14.0 23.3 14.0 23.3GL28h 8 90 315 10 2.65 1.77 3.28 1.86 6.75 6.65 0 1.23 1.43 16.0 26.7 16.0 26.7GL28h 8 90 315 20 3.61 1.90 4.61 1.98 6.61 6.47 0 1.43 1.66 16.0 26.7 16.0 26.7GL28h 8 90 315 30 4.43 1.97 5.65 2.05 6.51 6.38 0 1.57 1.79 16.0 26.7 16.0 26.7GL28h 9 90 315 10 2.65 1.77 3.28 1.86 6.00 5.91 0 0.869 1.01 18.0 30.0 18.0 30.0GL28h 9 90 315 20 3.61 1.90 4.61 1.98 5.87 5.75 0 1.01 1.17 18.0 30.0 18.0 30.0GL28h 9 90 315 30 4.43 1.97 5.65 2.05 5.79 5.67 0 1.11 1.27 18.0 30.0 18.0 30.0GL28h 4 90 360 10 3.42 2.33 4.25 2.46 15.7 15.5 0 13.1 15.1 8.00 13.3 8.00 13.3GL28h 4 90 360 20 4.69 2.51 6.07 2.64 15.4 15.1 0 15.1 17.4 8.00 13.3 8.00 13.3GL28h 4 90 360 30 5.80 2.62 7.55 2.73 15.2 14.9 0 16.5 18.7 8.00 13.3 8.00 13.3GL28h 5 90 360 10 3.42 2.33 4.25 2.46 12.5 12.4 0 7.06 8.17 10.0 16.7 10.0 16.7GL28h 5 90 360 20 4.69 2.51 6.07 2.64 12.3 12.1 0 8.20 9.47 10.0 16.7 10.0 16.7GL28h 5 90 360 30 5.80 2.62 7.55 2.73 12.2 11.9 0 8.95 10.2 10.0 16.7 10.0 16.7GL28h 6 90 360 10 3.42 2.33 4.25 2.46 10.5 10.3 0 4.20 4.87 12.0 20.0 12.0 20.0GL28h 6 90 360 20 4.69 2.51 6.07 2.64 10.3 10.1 0 4.89 5.68 12.0 20.0 12.0 20.0GL28h 6 90 360 30 5.80 2.62 7.55 2.73 10.1 9.93 0 5.36 6.15 12.0 20.0 12.0 20.0GL28h 7 90 360 10 3.42 2.33 4.25 2.46 8.96 8.86 0 2.69 3.12 14.0 23.3 14.0 23.3GL28h 7 90 360 20 4.69 2.51 6.07 2.64 8.81 8.64 0 3.14 3.65 14.0 23.3 14.0 23.3GL28h 7 90 360 30 5.80 2.62 7.55 2.73 8.69 8.51 0 3.45 3.97 14.0 23.3 14.0 23.3
Appendix C, Raw data Uniformly distributed load Beam type 2
C-40
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Beam grade L b h ts
W.b inst
W.t inst
W.b fin
W.t fin
v.Ed inst
v.Ed fin P.
pre q.Ed
instq.Ed fin
ω inst
ω fin
ω inst max
ω fin max
UNIT: m mm mm mm mm³
E+6 mm³
E+6 mm³
E+6 mm³
E+6kN/m kN/m N kN/m kN/m mm mm mm mm
Input: bs = b - 20mm
GL28h 8 90 360 10 3.42 2.33 4.25 2.46 7.84 7.76 0 1.82 2.12 16.0 26.7 16.0 26.7GL28h 8 90 360 20 4.69 2.51 6.07 2.64 7.71 7.56 0 2.13 2.48 16.0 26.7 16.0 26.7GL28h 8 90 360 30 5.80 2.62 7.55 2.73 7.61 7.45 0 2.34 2.70 16.0 26.7 16.0 26.7GL28h 9 90 360 10 3.42 2.33 4.25 2.46 6.97 6.89 0 1.29 1.50 18.0 30.0 18.0 30.0GL28h 9 90 360 20 4.69 2.51 6.07 2.64 6.86 6.72 0 1.51 1.76 18.0 30.0 18.0 30.0GL28h 9 90 360 30 5.80 2.62 7.55 2.73 6.76 6.62 0 1.66 1.92 18.0 30.0 18.0 30.0GL28h 10 90 360 10 3.42 2.33 4.25 2.46 6.27 6.20 0 0.944 1.10 20.0 33.3 20.0 33.3GL28h 10 90 360 20 4.69 2.51 6.07 2.64 6.17 6.05 0 1.11 1.29 20.0 33.3 20.0 33.3GL28h 10 90 360 30 5.80 2.62 7.55 2.73 6.09 5.96 0 1.22 1.41 20.0 33.3 20.0 33.3GL28h 11 90 360 10 3.42 2.33 4.25 2.46 5.70 5.64 0 0.712 0.831 22.0 36.7 22.0 36.7GL28h 11 90 360 20 4.69 2.51 6.07 2.64 5.61 5.50 0 0.837 0.977 22.0 36.7 22.0 36.7GL28h 11 90 360 30 5.80 2.62 7.55 2.73 5.53 5.42 0 0.921 1.06 22.0 36.7 22.0 36.7GL28h 4 90 405 10 4.26 2.96 5.30 3.13 17.8 17.7 0 18.0 20.7 8.00 13.3 8.00 13.3GL28h 4 90 405 20 5.85 3.20 7.63 3.38 17.6 17.3 0 20.7 23.6 8.00 13.2 8.00 13.3GL28h 4 90 405 30 7.28 3.35 9.60 3.51 17.4 17.1 0 22.5 24.6 8.00 12.7 8.00 13.3GL28h 5 90 405 10 4.26 2.96 5.30 3.13 14.3 14.2 0 9.78 11.3 10.0 16.7 10.0 16.7GL28h 5 90 405 20 5.85 3.20 7.63 3.38 14.1 13.9 0 11.4 13.2 10.0 16.7 10.0 16.7GL28h 5 90 405 30 7.28 3.35 9.60 3.51 13.9 13.7 0 12.4 14.3 10.0 16.7 10.0 16.7GL28h 6 90 405 10 4.26 2.96 5.30 3.13 11.9 11.8 0 5.85 6.80 12.0 20.0 12.0 20.0GL28h 6 90 405 20 5.85 3.20 7.63 3.38 11.8 11.6 0 6.84 7.96 12.0 20.0 12.0 20.0GL28h 6 90 405 30 7.28 3.35 9.60 3.51 11.6 11.4 0 7.51 8.66 12.0 20.0 12.0 20.0GL28h 7 90 405 10 4.26 2.96 5.30 3.13 10.2 10.1 0 3.76 4.38 14.0 23.3 14.0 23.3GL28h 7 90 405 20 5.85 3.20 7.63 3.38 10.1 9.90 0 4.41 5.15 14.0 23.3 14.0 23.3GL28h 7 90 405 30 7.28 3.35 9.60 3.51 10.0 9.75 0 4.85 5.61 14.0 23.3 14.0 23.3GL28h 8 90 405 10 4.26 2.96 5.30 3.13 8.92 8.86 0 2.55 2.98 16.0 26.7 16.0 26.7GL28h 8 90 405 20 5.85 3.20 7.63 3.38 8.82 8.67 0 3.00 3.51 16.0 26.7 16.0 26.7GL28h 8 90 405 30 7.28 3.35 9.60 3.51 8.71 8.53 0 3.31 3.84 16.0 26.7 16.0 26.7GL28h 9 90 405 10 4.26 2.96 5.30 3.13 7.93 7.87 0 1.81 2.12 18.0 30.0 18.0 30.0GL28h 9 90 405 20 5.85 3.20 7.63 3.38 7.84 7.70 0 2.13 2.50 18.0 30.0 18.0 30.0GL28h 9 90 405 30 7.28 3.35 9.60 3.51 7.74 7.59 0 2.35 2.73 18.0 30.0 18.0 30.0GL28h 10 90 405 10 4.26 2.96 5.30 3.13 7.14 7.09 0 1.33 1.55 20.0 33.3 20.0 33.3GL28h 10 90 405 20 5.85 3.20 7.63 3.38 7.05 6.93 0 1.57 1.84 20.0 33.3 20.0 33.3GL28h 10 90 405 30 7.28 3.35 9.60 3.51 6.97 6.83 0 1.73 2.01 20.0 33.3 20.0 33.3GL28h 11 90 405 10 4.26 2.96 5.30 3.13 6.49 6.44 0 1.00 1.17 22.0 36.7 22.0 36.7GL28h 11 90 405 20 5.85 3.20 7.63 3.38 6.41 6.30 0 1.18 1.39 22.0 36.7 22.0 36.7GL28h 11 90 405 30 7.28 3.35 9.60 3.51 6.33 6.21 0 1.31 1.52 22.0 36.7 22.0 36.7GL28h 4 90 450 10 5.16 3.66 6.40 3.88 20.0 19.9 0 23.7 26.8 8.00 13.2 8.00 13.3GL28h 4 90 450 20 7.08 3.97 9.27 4.20 19.8 19.6 0 27.2 29.1 8.00 12.4 8.00 13.3GL28h 4 90 450 30 8.83 4.17 11.75 4.38 19.6 19.3 0 28.8 30.3 7.81 12.0 8.00 13.3GL28h 5 90 450 10 5.16 3.66 6.40 3.88 16.0 15.9 0 13.0 15.0 10.0 16.7 10.0 16.7GL28h 5 90 450 20 7.08 3.97 9.27 4.20 15.9 15.6 0 15.1 17.5 10.0 16.7 10.0 16.7GL28h 5 90 450 30 8.83 4.17 11.75 4.38 15.7 15.4 0 16.5 19.0 10.0 16.7 10.0 16.7GL28h 6 90 450 10 5.16 3.66 6.40 3.88 13.3 13.3 0 7.83 9.09 12.0 20.0 12.0 20.0GL28h 6 90 450 20 7.08 3.97 9.27 4.20 13.2 13.0 0 9.15 10.7 12.0 20.0 12.0 20.0GL28h 6 90 450 30 8.83 4.17 11.75 4.38 13.1 12.8 0 10.1 11.6 12.0 20.0 12.0 20.0GL28h 7 90 450 10 5.16 3.66 6.40 3.88 11.4 11.4 0 5.05 5.89 14.0 23.3 14.0 23.3GL28h 7 90 450 20 7.08 3.97 9.27 4.20 11.3 11.2 0 5.93 6.94 14.0 23.3 14.0 23.3
Appendix C, Raw data Uniformly distributed load Beam type 2
C-41
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Beam grade L b h ts
W.b inst
W.t inst
W.b fin
W.t fin
v.Ed inst
v.Ed fin P.
pre q.Ed
instq.Ed fin
ω inst
ω fin
ω inst max
ω fin max
UNIT: m mm mm mm mm³
E+6 mm³
E+6 mm³
E+6 mm³
E+6kN/m kN/m N kN/m kN/m mm mm mm mm
Input: bs = b - 20mm
GL28h 7 90 450 30 8.83 4.17 11.75 4.38 11.2 11.0 0 6.54 7.59 14.0 23.3 14.0 23.3GL28h 8 90 450 10 5.16 3.66 6.40 3.88 10.0 10.0 0 3.44 4.02 16.0 26.7 16.0 26.7GL28h 8 90 450 20 7.08 3.97 9.27 4.20 9.92 9.78 0 4.05 4.75 16.0 26.7 16.0 26.7GL28h 8 90 450 30 8.83 4.17 11.75 4.38 9.82 9.63 0 4.47 5.21 16.0 26.7 16.0 26.7GL28h 9 90 450 10 5.16 3.66 6.40 3.88 8.89 8.85 0 2.45 2.86 18.0 30.0 18.0 30.0GL28h 9 90 450 20 7.08 3.97 9.27 4.20 8.82 8.69 0 2.88 3.39 18.0 30.0 18.0 30.0GL28h 9 90 450 30 8.83 4.17 11.75 4.38 8.73 8.56 0 3.19 3.72 18.0 30.0 18.0 30.0GL28h 10 90 450 10 5.16 3.66 6.40 3.88 8.00 7.97 0 1.80 2.10 20.0 33.3 20.0 33.3GL28h 10 90 450 20 7.08 3.97 9.27 4.20 7.94 7.82 0 2.12 2.50 20.0 33.3 20.0 33.3GL28h 10 90 450 30 8.83 4.17 11.75 4.38 7.85 7.70 0 2.35 2.75 20.0 33.3 20.0 33.3GL28h 11 90 450 10 5.16 3.66 6.40 3.88 7.27 7.24 0 1.36 1.59 22.0 36.7 22.0 36.7GL28h 11 90 450 20 7.08 3.97 9.27 4.20 7.22 7.11 0 1.61 1.89 22.0 36.7 22.0 36.7GL28h 11 90 450 30 8.83 4.17 11.75 4.38 7.14 7.00 0 1.78 2.08 22.0 36.7 22.0 36.7GL28h 4 90 495 10 6.12 4.42 7.58 4.69 22.1 22.1 0 30.1 32.2 8.00 12.4 8.00 13.3GL28h 4 90 495 20 8.37 4.81 10.99 5.11 22.1 21.8 0 33.0 35.0 7.66 11.8 8.00 13.3GL28h 4 90 495 30 10.5 5.06 14.01 5.34 21.9 21.5 0 34.7 36.6 7.43 11.5 8.00 13.3GL28h 5 90 495 10 6.12 4.42 7.58 4.69 17.7 17.7 0 16.7 19.3 10.0 16.7 10.0 16.7GL28h 5 90 495 20 8.37 4.81 10.99 5.11 17.6 17.4 0 19.4 22.4 10.0 16.6 10.0 16.7GL28h 5 90 495 30 10.5 5.06 14.01 5.34 17.5 17.2 0 21.2 23.4 10.0 16.0 10.0 16.7GL28h 6 90 495 10 6.12 4.42 7.58 4.69 14.8 14.7 0 10.1 11.8 12.0 20.0 12.0 20.0GL28h 6 90 495 20 8.37 4.81 10.99 5.11 14.7 14.5 0 11.8 13.8 12.0 20.0 12.0 20.0GL28h 6 90 495 30 10.5 5.06 14.01 5.34 14.6 14.3 0 13.0 15.1 12.0 20.0 12.0 20.0GL28h 7 90 495 10 6.12 4.42 7.58 4.69 12.6 12.6 0 6.58 7.65 14.0 23.3 14.0 23.3GL28h 7 90 495 20 8.37 4.81 10.99 5.11 12.6 12.4 0 7.71 9.04 14.0 23.3 14.0 23.3GL28h 7 90 495 30 10.5 5.06 14.01 5.34 12.5 12.3 0 8.51 9.90 14.0 23.3 14.0 23.3GL28h 8 90 495 10 6.12 4.42 7.58 4.69 11.1 11.1 0 4.49 5.24 16.0 26.7 16.0 26.7GL28h 8 90 495 20 8.37 4.81 10.99 5.11 11.0 10.9 0 5.28 6.21 16.0 26.7 16.0 26.7GL28h 8 90 495 30 10.5 5.06 14.01 5.34 10.9 10.7 0 5.84 6.83 16.0 26.7 16.0 26.7GL28h 9 90 495 10 6.12 4.42 7.58 4.69 9.84 9.83 0 3.20 3.74 18.0 30.0 18.0 30.0GL28h 9 90 495 20 8.37 4.81 10.99 5.11 9.80 9.68 0 3.77 4.44 18.0 30.0 18.0 30.0GL28h 9 90 495 30 10.5 5.06 14.01 5.34 9.71 9.54 0 4.18 4.89 18.0 30.0 18.0 30.0GL28h 10 90 495 10 6.12 4.42 7.58 4.69 8.85 8.84 0 2.35 2.75 20.0 33.3 20.0 33.3GL28h 10 90 495 20 8.37 4.81 10.99 5.11 8.82 8.71 0 2.78 3.28 20.0 33.3 20.0 33.3GL28h 10 90 495 30 10.5 5.06 14.01 5.34 8.74 8.58 0 3.09 3.62 20.0 33.3 20.0 33.3GL28h 11 90 495 10 6.12 4.42 7.58 4.69 8.05 8.04 0 1.78 2.09 22.0 36.7 22.0 36.7GL28h 11 90 495 20 8.37 4.81 10.99 5.11 8.02 7.92 0 2.11 2.49 22.0 36.7 22.0 36.7GL28h 11 90 495 30 10.5 5.06 14.01 5.34 7.95 7.80 0 2.34 2.75 22.0 36.7 22.0 36.7GL28h 4 115 225 10 1.73 1.11 2.09 1.15 11.7 11.4 0 4.36 4.94 8.00 13.3 8.00 13.3GL28h 4 115 225 20 2.27 1.17 2.75 1.20 11.3 11.0 0 4.92 5.53 8.00 13.3 8.00 13.3GL28h 4 115 225 30 2.68 1.21 3.22 1.24 11.2 11.0 0 5.29 5.91 8.00 13.3 8.00 13.3GL28h 5 115 225 10 1.73 1.11 2.09 1.15 9.33 9.09 0 2.28 2.58 10.0 16.7 10.0 16.7GL28h 5 115 225 20 2.27 1.17 2.75 1.20 9.04 8.82 0 2.58 2.90 10.0 16.7 10.0 16.7GL28h 5 115 225 30 2.68 1.21 3.22 1.24 8.95 8.82 0 2.77 3.10 10.0 16.7 10.0 16.7GL28h 6 115 225 10 1.73 1.11 2.09 1.15 7.77 7.58 0 1.33 1.51 12.0 20.0 12.0 20.0GL28h 6 115 225 20 2.27 1.17 2.75 1.20 7.53 7.35 0 1.51 1.70 12.0 20.0 12.0 20.0GL28h 6 115 225 30 2.68 1.21 3.22 1.24 7.46 7.35 0 1.63 1.82 12.0 20.0 12.0 20.0GL28h 7 115 225 10 1.73 1.11 2.09 1.15 6.66 6.50 0 0.844 0.959 14.0 23.3 14.0 23.3
Appendix C, Raw data Uniformly distributed load Beam type 2
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Beam grade L b h ts
W.b inst
W.t inst
W.b fin
W.t fin
v.Ed inst
v.Ed fin P.
pre q.Ed
instq.Ed fin
ω inst
ω fin
ω inst max
ω fin max
UNIT: m mm mm mm mm³
E+6 mm³
E+6 mm³
E+6 mm³
E+6kN/m kN/m N kN/m kN/m mm mm mm mm
Input: bs = b - 20mm
GL28h 7 115 225 20 2.27 1.17 2.75 1.20 6.45 6.30 0 0.957 1.08 14.0 23.3 14.0 23.3GL28h 7 115 225 30 2.68 1.21 3.22 1.24 6.39 6.30 0 1.03 1.16 14.0 23.3 14.0 23.3GL28h 4 115 270 10 2.55 1.65 3.14 1.72 14.4 14.1 0 7.54 8.63 8.00 13.3 8.00 13.3GL28h 4 115 270 20 3.44 1.75 4.30 1.81 14.0 13.7 0 8.62 9.78 8.00 13.3 8.00 13.3GL28h 4 115 270 30 4.15 1.81 5.16 1.87 13.9 13.6 0 9.30 10.5 8.00 13.3 8.00 13.3GL28h 5 115 270 10 2.55 1.65 3.14 1.72 11.6 11.3 0 3.97 4.56 10.0 16.7 10.0 16.7GL28h 5 115 270 20 3.44 1.75 4.30 1.81 11.2 11.0 0 4.56 5.19 10.0 16.7 10.0 16.7GL28h 5 115 270 30 4.15 1.81 5.16 1.87 11.1 10.9 0 4.93 5.57 10.0 16.7 10.0 16.7GL28h 6 115 270 10 2.55 1.65 3.14 1.72 9.63 9.43 0 2.33 2.68 12.0 20.0 12.0 20.0GL28h 6 115 270 20 3.44 1.75 4.30 1.81 9.36 9.15 0 2.69 3.06 12.0 20.0 12.0 20.0GL28h 6 115 270 30 4.15 1.81 5.16 1.87 9.24 9.06 0 2.91 3.29 12.0 20.0 12.0 20.0GL28h 7 115 270 10 2.55 1.65 3.14 1.72 8.25 8.08 0 1.48 1.71 14.0 23.3 14.0 23.3GL28h 7 115 270 20 3.44 1.75 4.30 1.81 8.03 7.84 0 1.71 1.95 14.0 23.3 14.0 23.3GL28h 7 115 270 30 4.15 1.81 5.16 1.87 7.92 7.77 0 1.86 2.10 14.0 23.3 14.0 23.3GL28h 8 115 270 10 2.55 1.65 3.14 1.72 7.22 7.07 0 1.00 1.15 16.0 26.7 16.0 26.7GL28h 8 115 270 20 3.44 1.75 4.30 1.81 7.02 6.86 0 1.15 1.32 16.0 26.7 16.0 26.7GL28h 8 115 270 30 4.15 1.81 5.16 1.87 6.93 6.80 0 1.25 1.42 16.0 26.7 16.0 26.7GL28h 4 115 315 10 3.47 2.28 4.31 2.39 17.2 17.0 0 11.7 13.5 8.00 13.3 8.00 13.3GL28h 4 115 315 20 4.75 2.44 6.07 2.54 16.8 16.5 0 13.5 15.4 8.00 13.3 8.00 13.3GL28h 4 115 315 30 5.83 2.53 7.44 2.63 16.6 16.3 0 14.6 16.6 8.00 13.3 8.00 13.3GL28h 5 115 315 10 3.47 2.28 4.31 2.39 13.8 13.6 0 6.24 7.21 10.0 16.7 10.0 16.7GL28h 5 115 315 20 4.75 2.44 6.07 2.54 13.5 13.2 0 7.23 8.30 10.0 16.7 10.0 16.7GL28h 5 115 315 30 5.83 2.53 7.44 2.63 13.3 13.0 0 7.86 8.93 10.0 16.7 10.0 16.7GL28h 6 115 315 10 3.47 2.28 4.31 2.39 11.5 11.3 0 3.69 4.27 12.0 20.0 12.0 20.0GL28h 6 115 315 20 4.75 2.44 6.07 2.54 11.2 11.0 0 4.29 4.93 12.0 20.0 12.0 20.0GL28h 6 115 315 30 5.83 2.53 7.44 2.63 11.1 10.8 0 4.67 5.32 12.0 20.0 12.0 20.0GL28h 7 115 315 10 3.47 2.28 4.31 2.39 9.85 9.69 0 2.36 2.73 14.0 23.3 14.0 23.3GL28h 7 115 315 20 4.75 2.44 6.07 2.54 9.63 9.42 0 2.74 3.16 14.0 23.3 14.0 23.3GL28h 7 115 315 30 5.83 2.53 7.44 2.63 9.49 9.29 0 2.99 3.41 14.0 23.3 14.0 23.3GL28h 8 115 315 10 3.47 2.28 4.31 2.39 8.62 8.48 0 1.59 1.85 16.0 26.7 16.0 26.7GL28h 8 115 315 20 4.75 2.44 6.07 2.54 8.42 8.24 0 1.85 2.14 16.0 26.7 16.0 26.7GL28h 8 115 315 30 5.83 2.53 7.44 2.63 8.30 8.13 0 2.03 2.31 16.0 26.7 16.0 26.7GL28h 9 115 315 10 3.47 2.28 4.31 2.39 7.66 7.54 0 1.12 1.31 18.0 30.0 18.0 30.0GL28h 9 115 315 20 4.75 2.44 6.07 2.54 7.49 7.32 0 1.31 1.52 18.0 30.0 18.0 30.0GL28h 9 115 315 30 5.83 2.53 7.44 2.63 7.38 7.23 0 1.43 1.64 18.0 30.0 18.0 30.0GL28h 4 115 360 10 4.48 3.00 5.59 3.16 20.0 19.8 0 17.0 19.6 8.00 13.3 8.00 13.3GL28h 4 115 360 20 6.18 3.23 8.01 3.39 19.7 19.3 0 19.6 22.5 8.00 13.3 8.00 13.3GL28h 4 115 360 30 7.66 3.37 9.96 3.51 19.4 19.0 0 21.3 24.2 8.00 13.3 8.00 13.3GL28h 5 115 360 10 4.48 3.00 5.59 3.16 16.0 15.8 0 9.13 10.6 10.0 16.7 10.0 16.7GL28h 5 115 360 20 6.18 3.23 8.01 3.39 15.7 15.4 0 10.6 12.2 10.0 16.7 10.0 16.7GL28h 5 115 360 30 7.66 3.37 9.96 3.51 15.5 15.2 0 11.6 13.2 10.0 16.7 10.0 16.7GL28h 6 115 360 10 4.48 3.00 5.59 3.16 13.3 13.2 0 5.43 6.31 12.0 20.0 12.0 20.0GL28h 6 115 360 20 6.18 3.23 8.01 3.39 13.1 12.8 0 6.34 7.34 12.0 20.0 12.0 20.0GL28h 6 115 360 30 7.66 3.37 9.96 3.51 12.9 12.7 0 6.94 7.95 12.0 20.0 12.0 20.0GL28h 7 115 360 10 4.48 3.00 5.59 3.16 11.4 11.3 0 3.48 4.05 14.0 23.3 14.0 23.3GL28h 7 115 360 20 6.18 3.23 8.01 3.39 11.2 11.0 0 4.07 4.73 14.0 23.3 14.0 23.3GL28h 7 115 360 30 7.66 3.37 9.96 3.51 11.1 10.8 0 4.46 5.13 14.0 23.3 14.0 23.3
Appendix C, Raw data Uniformly distributed load Beam type 2
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Beam grade L b h ts
W.b inst
W.t inst
W.b fin
W.t fin
v.Ed inst
v.Ed fin P.
pre q.Ed
instq.Ed fin
ω inst
ω fin
ω inst max
ω fin max
UNIT: m mm mm mm mm³
E+6 mm³
E+6 mm³
E+6 mm³
E+6kN/m kN/m N kN/m kN/m mm mm mm mm
Input: bs = b - 20mm
GL28h 8 115 360 10 4.48 3.00 5.59 3.16 10.0 9.89 0 2.36 2.75 16.0 26.7 16.0 26.7GL28h 8 115 360 20 6.18 3.23 8.01 3.39 9.83 9.64 0 2.76 3.21 16.0 26.7 16.0 26.7GL28h 8 115 360 30 7.66 3.37 9.96 3.51 9.70 9.49 0 3.03 3.49 16.0 26.7 16.0 26.7GL28h 9 115 360 10 4.48 3.00 5.59 3.16 8.90 8.79 0 1.67 1.95 18.0 30.0 18.0 30.0GL28h 9 115 360 20 6.18 3.23 8.01 3.39 8.74 8.57 0 1.96 2.28 18.0 30.0 18.0 30.0GL28h 9 115 360 30 7.66 3.37 9.96 3.51 8.62 8.44 0 2.15 2.48 18.0 30.0 18.0 30.0GL28h 4 115 405 10 5.58 3.81 6.97 4.03 22.8 22.6 0 23.3 26.8 8.00 13.3 8.00 13.3GL28h 4 115 405 20 7.71 4.12 10.08 4.34 22.5 22.1 0 26.8 30.4 8.00 13.1 8.00 13.3GL28h 4 115 405 30 9.61 4.31 12.68 4.51 22.2 21.8 0 29.1 31.5 8.00 12.7 8.00 13.3GL28h 5 115 405 10 5.58 3.81 6.97 4.03 18.2 18.1 0 12.6 14.7 10.0 16.7 10.0 16.7GL28h 5 115 405 20 7.71 4.12 10.08 4.34 18.0 17.7 0 14.7 17.0 10.0 16.7 10.0 16.7GL28h 5 115 405 30 9.61 4.31 12.68 4.51 17.8 17.4 0 16.1 18.4 10.0 16.7 10.0 16.7GL28h 6 115 405 10 5.58 3.81 6.97 4.03 15.2 15.1 0 7.57 8.81 12.0 20.0 12.0 20.0GL28h 6 115 405 20 7.71 4.12 10.08 4.34 15.0 14.7 0 8.86 10.3 12.0 20.0 12.0 20.0GL28h 6 115 405 30 9.61 4.31 12.68 4.51 14.8 14.5 0 9.72 11.2 12.0 20.0 12.0 20.0GL28h 7 115 405 10 5.58 3.81 6.97 4.03 13.0 12.9 0 4.87 5.68 14.0 23.3 14.0 23.3GL28h 7 115 405 20 7.71 4.12 10.08 4.34 12.9 12.6 0 5.72 6.67 14.0 23.3 14.0 23.3GL28h 7 115 405 30 9.61 4.31 12.68 4.51 12.7 12.4 0 6.29 7.26 14.0 23.3 14.0 23.3GL28h 8 115 405 10 5.58 3.81 6.97 4.03 11.4 11.3 0 3.31 3.86 16.0 26.7 16.0 26.7GL28h 8 115 405 20 7.71 4.12 10.08 4.34 11.2 11.0 0 3.89 4.55 16.0 26.7 16.0 26.7GL28h 8 115 405 30 9.61 4.31 12.68 4.51 11.1 10.9 0 4.29 4.96 16.0 26.7 16.0 26.7GL28h 9 115 405 10 5.58 3.81 6.97 4.03 10.1 10.0 0 2.34 2.74 18.0 30.0 18.0 30.0GL28h 9 115 405 20 7.71 4.12 10.08 4.34 10.0 9.82 0 2.77 3.24 18.0 30.0 18.0 30.0GL28h 9 115 405 30 9.61 4.31 12.68 4.51 9.87 9.67 0 3.05 3.53 18.0 30.0 18.0 30.0GL28h 4 115 450 10 6.75 4.71 8.43 4.99 25.5 25.4 0 30.6 34.5 8.00 13.1 8.00 13.3GL28h 4 115 450 20 9.33 5.11 12.26 5.41 25.3 24.9 0 35.2 37.4 8.00 12.3 8.00 13.3GL28h 4 115 450 30 11.7 5.36 15.56 5.63 25.0 24.5 0 37.1 38.9 7.77 11.9 8.00 13.3GL28h 5 115 450 10 6.75 4.71 8.43 4.99 20.4 20.3 0 16.8 19.5 10.0 16.7 10.0 16.7GL28h 5 115 450 20 9.33 5.11 12.26 5.41 20.3 19.9 0 19.5 22.6 10.0 16.7 10.0 16.7GL28h 5 115 450 30 11.7 5.36 15.56 5.63 20.0 19.6 0 21.4 24.5 10.0 16.7 10.0 16.7GL28h 6 115 450 10 6.75 4.71 8.43 4.99 17.0 16.9 0 10.1 11.8 12.0 20.0 12.0 20.0GL28h 6 115 450 20 9.33 5.11 12.26 5.41 16.9 16.6 0 11.9 13.8 12.0 20.0 12.0 20.0GL28h 6 115 450 30 11.7 5.36 15.56 5.63 16.7 16.4 0 13.0 15.0 12.0 20.0 12.0 20.0GL28h 7 115 450 10 6.75 4.71 8.43 4.99 14.6 14.5 0 6.54 7.63 14.0 23.3 14.0 23.3GL28h 7 115 450 20 9.33 5.11 12.26 5.41 14.5 14.2 0 7.69 8.99 14.0 23.3 14.0 23.3GL28h 7 115 450 30 11.7 5.36 15.56 5.63 14.3 14.0 0 8.47 9.82 14.0 23.3 14.0 23.3GL28h 8 115 450 10 6.75 4.71 8.43 4.99 12.8 12.7 0 4.46 5.21 16.0 26.7 16.0 26.7GL28h 8 115 450 20 9.33 5.11 12.26 5.41 12.7 12.5 0 5.25 6.16 16.0 26.7 16.0 26.7GL28h 8 115 450 30 11.7 5.36 15.56 5.63 12.5 12.3 0 5.80 6.74 16.0 26.7 16.0 26.7GL28h 9 115 450 10 6.75 4.71 8.43 4.99 11.4 11.3 0 3.17 3.71 18.0 30.0 18.0 30.0GL28h 9 115 450 20 9.33 5.11 12.26 5.41 11.3 11.1 0 3.74 4.39 18.0 30.0 18.0 30.0GL28h 9 115 450 30 11.7 5.36 15.56 5.63 11.1 10.9 0 4.14 4.81 18.0 30.0 18.0 30.0GL28h 4 115 495 10 8.01 5.69 9.97 6.04 28.3 28.2 0 38.9 41.4 8.00 12.4 8.00 13.3GL28h 4 115 495 20 11.0 6.20 14.55 6.57 28.2 27.8 0 42.5 45.0 7.63 11.8 8.00 13.3GL28h 4 115 495 30 13.8 6.51 18.56 6.86 27.9 27.4 0 44.6 47.0 7.40 11.4 8.00 13.3GL28h 5 115 495 10 8.01 5.69 9.97 6.04 22.6 22.6 0 21.6 25.0 10.0 16.7 10.0 16.7GL28h 5 115 495 20 11.0 6.20 14.55 6.57 22.5 22.2 0 25.1 28.8 10.0 16.5 10.0 16.7
Appendix C, Raw data Uniformly distributed load Beam type 2
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Beam grade L b h ts
W.b inst
W.t inst
W.b fin
W.t fin
v.Ed inst
v.Ed fin P.
pre q.Ed
instq.Ed fin
ω inst
ω fin
ω inst max
ω fin max
UNIT: m mm mm mm mm³
E+6 mm³
E+6 mm³
E+6 mm³
E+6kN/m kN/m N kN/m kN/m mm mm mm mm
Input: bs = b - 20mm
GL28h 5 115 495 30 13.8 6.51 18.56 6.86 22.3 21.9 0 27.4 30.1 10.0 15.9 10.0 16.7GL28h 6 115 495 10 8.01 5.69 9.97 6.04 18.9 18.8 0 13.1 15.2 12.0 20.0 12.0 20.0GL28h 6 115 495 20 11.0 6.20 14.55 6.57 18.8 18.5 0 15.3 17.9 12.0 20.0 12.0 20.0GL28h 6 115 495 30 13.8 6.51 18.56 6.86 18.6 18.2 0 16.8 19.5 12.0 20.0 12.0 20.0GL28h 7 115 495 10 8.01 5.69 9.97 6.04 16.2 16.1 0 8.51 9.92 14.0 23.3 14.0 23.3GL28h 7 115 495 20 11.0 6.20 14.55 6.57 16.1 15.9 0 9.99 11.7 14.0 23.3 14.0 23.3GL28h 7 115 495 30 13.8 6.51 18.56 6.86 15.9 15.6 0 11.0 12.8 14.0 23.3 14.0 23.3GL28h 8 115 495 10 8.01 5.69 9.97 6.04 14.1 14.1 0 5.82 6.80 16.0 26.7 16.0 26.7GL28h 8 115 495 20 11.0 6.20 14.55 6.57 14.1 13.9 0 6.85 8.06 16.0 26.7 16.0 26.7GL28h 8 115 495 30 13.8 6.51 18.56 6.86 13.9 13.7 0 7.58 8.83 16.0 26.7 16.0 26.7GL28h 9 115 495 10 8.01 5.69 9.97 6.04 12.6 12.5 0 4.14 4.85 18.0 30.0 18.0 30.0GL28h 9 115 495 20 11.0 6.20 14.55 6.57 12.5 12.3 0 4.89 5.76 18.0 30.0 18.0 30.0GL28h 9 115 495 30 13.8 6.51 18.56 6.86 12.4 12.2 0 5.42 6.33 18.0 30.0 18.0 30.0
Appendix C, Raw data Uniformly distributed load Beam type 2
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
v.Ed inst
v.Ed fin
P.preq.Ed inst
q.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
GL24h
265
225S235
100
0.9500.624
1.140.644
11.911.6
63.019.2
18.63.56
5.494.00
6.671.00
0.710.02
1.000.63
0.01G
L24h2
65225
S23510
200.950
0.6241.14
0.64411.9
11.679.0
19.318.6
3.245.48
4.006.67
1.000.73
0.011.00
0.630.01
GL24h
265
225S235
200
1.240.655
1.500.675
11.511.3
41.018.3
18.13.68
5.684.00
6.671.00
0.560.01
1.000.48
0.01G
L24h2
65225
S23520
201.24
0.6551.50
0.67511.5
11.351.0
18.418.1
3.565.68
4.006.67
1.000.57
0.011.00
0.480.01
GL24h
265
225S235
300
1.460.678
1.760.698
11.411.2
30.018.2
18.33.68
5.714.00
6.671.00
0.480.01
1.000.42
0.01G
L24h2
65225
S23530
201.46
0.6781.76
0.69811.4
11.237.0
18.318.3
3.625.71
4.006.67
1.000.49
0.011.00
0.410.01
GL24h
2.565
225S235
100
0.9500.624
1.140.644
9.539.30
62.012.1
11.95.00
7.825.00
8.330.99
0.700.02
1.000.62
0.01G
L24h2.5
65225
S23510
200.950
0.6241.14
0.6449.53
9.3078.0
12.411.9
4.587.81
5.008.33
1.000.73
0.011.00
0.630.01
GL24h
2.565
225S235
200
1.240.655
1.500.675
9.239.01
41.011.2
11.65.00
8.105.00
8.330.95
0.530.01
1.000.48
0.01G
L24h2.5
65225
S23520
201.24
0.6551.50
0.6759.23
9.0151.0
11.711.6
5.008.11
5.008.33
0.990.57
0.011.00
0.480.01
GL24h
2.565
225S235
300
1.460.678
1.760.698
9.138.99
29.011.1
11.75.00
8.155.00
8.330.95
0.460.01
1.000.41
0.01G
L24h2.5
65225
S23530
201.46
0.6781.76
0.6989.13
8.9936.0
11.311.7
5.008.16
5.008.33
0.970.47
0.011.00
0.410.01
GL24h
365
225S235
100
0.9500.624
1.140.644
7.947.75
72.08.18
8.266.00
10.06.00
10.00.94
0.680.01
1.000.64
0.01G
L24h3
65225
S23510
200.950
0.6241.14
0.6447.94
7.7590.0
8.568.26
5.5510.0
6.0010.0
1.000.75
0.011.00
0.640.01
GL24h
365
225S235
200
1.240.655
1.500.675
7.707.51
64.07.73
7.916.00
10.06.00
10.00.94
0.560.01
1.000.53
0.01G
L24h3
65225
S23520
201.24
0.6551.50
0.6757.70
7.5180.0
8.057.91
5.8110.0
6.0010.0
1.000.64
0.011.00
0.530.01
GL24h
365
225S235
300
1.460.678
1.760.698
7.617.49
59.07.60
7.886.00
10.06.00
10.00.94
0.500.01
1.000.47
0.01G
L24h3
65225
S23530
201.46
0.6781.76
0.6987.61
7.4974.0
7.887.89
5.9110.0
6.0010.0
1.000.57
0.011.00
0.470.01
GL24h
3.565
225S235
100
0.9500.624
1.140.644
6.816.64
86.06.06
5.987.00
11.77.00
11.70.95
0.720.01
1.000.68
0.01G
L24h3.5
65225
S23510
200.950
0.6241.14
0.6446.81
6.64108
6.165.98
5.7011.6
7.0011.7
1.000.80
0.011.00
0.680.01
GL24h
3.565
225S235
200
1.240.655
1.500.675
6.606.44
81.05.63
5.607.00
11.77.00
11.70.95
0.610.01
1.000.58
0.01G
L24h3.5
65225
S23520
201.24
0.6551.50
0.6756.60
6.44101
5.645.60
6.1311.7
7.0011.7
1.000.70
0.011.00
0.580.01
GL24h
3.565
225S235
300
1.460.678
1.760.698
6.526.42
78.05.44
5.497.00
11.77.00
11.70.95
0.550.01
1.000.52
0.01G
L24h3.5
65225
S23530
201.46
0.6781.76
0.6986.52
6.4298.0
5.395.49
6.2411.7
7.0011.7
1.000.64
0.011.00
0.530.01
GL24h
465
225S235
100
0.9500.624
1.140.644
5.965.81
96.04.65
4.508.00
13.38.00
13.30.96
0.740.01
1.000.71
0.01G
L24h4
65225
S23510
200.950
0.6241.14
0.6445.96
5.81120
4.604.50
5.6813.3
8.0013.3
1.000.83
0.011.00
0.710.01
GL24h
465
225S235
200
1.240.655
1.500.675
5.775.63
93.04.25
4.138.00
13.38.00
13.30.96
0.650.01
1.000.62
0.01G
L24h4
65225
S23520
201.24
0.6551.50
0.6755.77
5.63116
4.094.13
6.1513.3
8.0013.3
1.000.75
0.011.00
0.620.01
GL24h
465
225S235
300
1.460.678
1.760.698
5.715.62
91.04.05
3.998.00
13.38.00
13.30.96
0.600.01
1.000.57
0.01G
L24h4
65225
S23530
201.46
0.6781.76
0.6985.71
5.62113
3.843.99
6.4213.3
8.0013.3
1.000.70
0.011.00
0.570.01
Stress checks =< 1
Input: bs = b - 20mm
Appendix C, Raw data Uniformly distributed load Beam type 3
C-46
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
v.Ed inst
v.Ed fin
P.preq.Ed inst
q.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL24h
4.565
225S235
100
0.9500.624
1.140.644
5.305.17
1033.66
3.499.00
15.09.00
15.00.97
0.760.01
1.000.73
0.01G
L24h4.5
65225
S23510
200.950
0.6241.14
0.6445.30
5.17129
3.553.49
5.4215.0
9.0015.0
1.000.86
0.011.00
0.730.01
GL24h
4.565
225S235
200
1.240.655
1.500.675
5.135.01
1013.29
3.159.00
15.09.00
15.00.96
0.680.01
1.000.65
0.01G
L24h4.5
65225
S23520
201.24
0.6551.50
0.6755.13
5.01126
3.083.15
6.0815.0
9.0015.0
1.000.79
0.011.00
0.650.01
GL24h
4.565
225S235
300
1.460.678
1.760.698
5.074.99
1003.11
3.019.00
15.09.00
15.00.96
0.640.01
1.000.61
0.00G
L24h4.5
65225
S23530
201.46
0.6781.76
0.6985.07
4.99125
2.823.01
6.2715.0
9.0015.0
1.000.76
0.011.00
0.610.00
GL24h
565
225S235
100
0.9500.624
1.140.644
4.774.65
1092.95
2.7910.0
16.710.0
16.70.98
0.790.01
1.000.75
0.01G
L24h5
65225
S23510
200.950
0.6241.14
0.6444.77
4.65134
2.832.76
5.3916.7
10.016.7
1.000.87
0.010.99
0.730.01
GL24h
565
225S235
200
1.240.655
1.500.675
4.624.51
1082.63
2.4710.0
16.610.0
16.70.97
0.710.01
1.000.68
0.01G
L24h5
65225
S23520
201.24
0.6551.50
0.6754.62
4.51134
2.392.47
5.7616.7
10.016.7
1.000.83
0.011.00
0.670.01
GL24h
565
225S235
300
1.460.678
1.760.698
4.574.49
1072.45
2.3410.0
16.710.0
16.70.97
0.670.01
1.000.64
0.00G
L24h5
65225
S23530
201.46
0.6781.76
0.6984.57
4.49134
2.132.33
5.9116.6
10.016.7
1.000.80
0.001.00
0.640.00
GL24h
5.565
225S235
100
0.9500.624
1.140.644
4.334.23
1142.44
2.2611.0
18.211.0
18.30.99
0.800.01
1.000.76
0.01G
L24h5.5
65225
S23510
200.950
0.6241.14
0.6444.33
4.23134
2.342.20
6.3418.3
11.018.3
1.000.87
0.010.95
0.710.01
GL24h
5.565
225S235
200
1.240.655
1.500.675
4.204.10
1132.14
1.9911.0
18.311.0
18.30.98
0.730.01
1.000.70
0.01G
L24h5.5
65225
S23520
201.24
0.6551.50
0.6754.20
4.10134
1.971.94
6.8218.3
11.018.3
1.000.83
0.010.95
0.650.01
GL24h
5.565
225S235
300
1.460.678
1.760.698
4.154.09
1121.98
1.8511.0
18.311.0
18.30.97
0.690.01
1.000.66
0.00G
L24h5.5
65225
S23530
201.46
0.6781.76
0.6984.15
4.09134
1.761.83
7.0218.3
11.018.3
1.000.80
0.000.96
0.620.00
GL24h
265
270S235
100
1.390.924
1.700.962
14.714.5
89.029.7
28.73.13
4.844.00
6.671.00
0.730.02
1.000.65
0.01G
L24h2
65270
S23510
201.39
0.9241.70
0.96214.7
14.5111
30.028.7
2.784.85
4.006.67
1.000.76
0.021.00
0.650.01
GL24h
265
270S235
200
1.870.980
2.331.02
14.414.0
59.028.0
27.63.31
5.104.00
6.671.00
0.570.01
1.000.48
0.01G
L24h2
65270
S23520
201.87
0.9802.33
1.0214.4
14.074.0
28.327.6
3.165.10
4.006.67
1.000.59
0.011.00
0.480.01
GL24h
265
270S235
300
2.251.02
2.811.05
14.113.9
44.027.6
27.53.32
5.154.00
6.671.00
0.480.01
1.000.40
0.01G
L24h2
65270
S23530
202.25
1.022.81
1.0514.1
13.955.0
27.827.5
3.255.15
4.006.67
1.000.49
0.011.00
0.400.01
GL24h
2.565
270S235
100
1.390.924
1.700.962
11.811.6
88.019.0
18.44.26
6.585.00
8.331.00
0.730.02
1.000.65
0.01G
L24h2.5
65270
S23510
201.39
0.9241.70
0.96211.8
11.6110
19.218.4
3.716.58
5.008.33
1.000.76
0.021.00
0.650.01
GL24h
2.565
270S235
200
1.870.980
2.331.02
11.511.2
58.017.9
17.74.56
7.015.00
8.331.00
0.560.01
1.000.48
0.01G
L24h2.5
65270
S23520
201.87
0.9802.33
1.0211.5
11.273.0
18.117.7
4.337.00
5.008.33
1.000.59
0.011.00
0.480.01
GL24h
2.565
270S235
300
2.251.02
2.811.05
11.311.1
43.017.6
17.64.58
7.085.00
8.331.00
0.480.01
1.000.40
0.01G
L24h2.5
65270
S23530
202.25
1.022.81
1.0511.3
11.156.0
17.817.6
4.447.05
5.008.33
1.000.49
0.011.00
0.410.01
Appendix C, Raw data Uniformly distributed load Beam type 3
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
v.Ed inst
v.Ed fin
P.preq.Ed inst
q.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL24h
365
270S235
100
1.390.924
1.700.962
9.829.64
88.013.2
12.85.61
8.686.00
10.01.00
0.730.02
1.000.65
0.01G
L24h3
65270
S23510
201.39
0.9241.70
0.9629.82
9.64110
13.312.8
4.828.68
6.0010.0
1.000.76
0.021.00
0.650.01
GL24h
365
270S235
200
1.870.980
2.331.02
9.579.35
59.012.4
12.36.00
9.306.00
10.00.99
0.560.01
1.000.48
0.01G
L24h3
65270
S23520
201.87
0.9802.33
1.029.57
9.3573.0
12.612.3
5.759.32
6.0010.0
1.000.59
0.011.00
0.480.01
GL24h
365
270S235
300
2.251.02
2.811.05
9.439.25
43.012.0
12.26.00
9.436.00
10.00.98
0.470.01
1.000.40
0.01G
L24h3
65270
S23530
202.25
1.022.81
1.059.43
9.2554.0
12.312.2
5.959.43
6.0010.0
1.000.49
0.011.00
0.400.01
GL24h
3.565
270S235
100
1.390.924
1.700.962
8.428.26
88.09.52
9.377.00
11.27.00
11.70.98
0.710.02
1.000.65
0.01G
L24h3.5
65270
S23510
201.39
0.9241.70
0.9628.42
8.26110
9.799.37
6.1311.2
7.0011.7
1.000.76
0.021.00
0.650.01
GL24h
3.565
270S235
200
1.870.980
2.331.02
8.208.01
68.08.68
8.997.00
11.67.00
11.70.93
0.540.01
1.000.50
0.01G
L24h3.5
65270
S23520
201.87
0.9802.33
1.028.20
8.0185.0
9.248.99
6.9811.6
7.0011.7
1.000.61
0.011.00
0.500.01
GL24h
3.565
270S235
300
2.251.02
2.811.05
8.087.93
59.08.50
8.937.00
11.77.00
11.70.93
0.470.01
1.000.43
0.01G
L24h3.5
65270
S23530
202.25
1.022.81
1.058.08
7.9374.0
8.908.94
7.0011.7
7.0011.7
0.980.52
0.011.00
0.430.01
GL24h
465
270S235
100
1.390.924
1.700.962
7.377.23
96.07.19
7.178.00
13.38.00
13.30.95
0.710.02
1.000.66
0.01G
L24h4
65270
S23510
201.39
0.9241.70
0.9627.37
7.23120
7.497.17
6.8913.3
8.0013.3
1.000.78
0.011.00
0.660.01
GL24h
465
270S235
200
1.870.980
2.331.02
7.187.01
88.06.72
6.778.00
13.38.00
13.30.94
0.590.01
1.000.54
0.01G
L24h4
65270
S23520
201.87
0.9802.33
1.027.18
7.01110
6.946.77
7.3513.3
8.0013.3
1.000.67
0.011.00
0.540.01
GL24h
465
270S235
300
2.251.02
2.811.05
7.076.94
82.06.50
6.648.00
13.38.00
13.30.94
0.510.01
1.000.48
0.01G
L24h4
65270
S23530
202.25
1.022.81
1.057.07
6.94103
6.706.65
7.5813.3
8.0013.3
1.000.59
0.011.00
0.480.01
GL24h
4.565
270S235
100
1.390.924
1.700.962
6.556.42
1075.73
5.639.00
15.09.00
15.00.96
0.730.01
1.000.69
0.01G
L24h4.5
65270
S23510
201.39
0.9241.70
0.9626.55
6.42134
5.865.63
6.9715.0
9.0015.0
1.000.81
0.011.00
0.690.01
GL24h
4.565
270S235
200
1.870.980
2.331.02
6.386.23
1015.29
5.239.00
15.09.00
15.00.95
0.620.01
1.000.58
0.01G
L24h4.5
65270
S23520
201.87
0.9802.33
1.026.38
6.23127
5.335.23
7.5515.0
9.0015.0
1.000.71
0.011.00
0.580.01
GL24h
4.565
270S235
300
2.251.02
2.811.05
6.296.16
98.05.09
5.079.00
15.09.00
15.00.95
0.560.01
1.000.52
0.01G
L24h4.5
65270
S23530
202.25
1.022.81
1.056.29
6.16122
5.065.07
7.8515.0
9.0015.0
1.000.65
0.011.00
0.520.01
GL24h
565
270S235
100
1.390.924
1.700.962
5.895.78
1164.68
4.5210.0
16.610.0
16.70.97
0.750.01
1.000.71
0.01G
L24h5
65270
S23510
201.39
0.9241.70
0.9625.89
5.78145
4.694.52
6.8216.6
10.016.7
1.000.84
0.011.00
0.710.01
GL24h
565
270S235
200
1.870.980
2.331.02
5.745.61
1124.28
4.1410.0
16.610.0
16.70.96
0.650.01
1.000.61
0.01G
L24h5
65270
S23520
201.87
0.9802.33
1.025.74
5.61139
4.204.14
7.6516.7
10.016.7
1.000.75
0.011.00
0.610.01
GL24h
565
270S235
300
2.251.02
2.811.05
5.665.55
1094.05
3.9710.0
16.710.0
16.70.96
0.590.01
1.000.56
0.01G
L24h5
65270
S23530
202.25
1.022.81
1.055.66
5.55136
3.913.97
7.9516.7
10.016.7
1.000.70
0.011.00
0.560.01
Appendix C, Raw data Uniformly distributed load Beam type 3
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
v.Ed inst
v.Ed fin
P.preq.Ed inst
q.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL24h
5.565
270S235
100
1.390.924
1.700.962
5.365.26
1233.88
3.7111.0
18.211.0
18.30.98
0.770.01
1.000.73
0.01G
L24h5.5
65270
S23510
201.39
0.9241.70
0.9625.36
5.26153
3.833.71
6.5918.3
11.018.3
1.000.86
0.011.00
0.720.01
GL24h
5.565
270S235
200
1.870.980
2.331.02
5.225.10
1203.51
3.3511.0
18.311.0
18.30.97
0.670.01
1.000.63
0.01G
L24h5.5
65270
S23520
201.87
0.9802.33
1.025.22
5.10149
3.373.35
7.5218.3
11.018.3
1.000.78
0.011.00
0.630.01
GL24h
5.565
270S235
300
2.251.02
2.811.05
5.145.04
1183.30
3.1811.0
18.311.0
18.30.96
0.620.01
1.000.59
0.01G
L24h5.5
65270
S23530
202.25
1.022.81
1.055.14
5.04147
3.093.18
7.8718.3
11.018.3
1.000.74
0.011.00
0.590.01
GL24h
665
270S235
100
1.390.924
1.700.962
4.914.82
1283.25
3.0912.0
20.012.0
20.00.98
0.780.01
1.000.74
0.01G
L24h6
65270
S23510
201.39
0.9241.70
0.9624.91
4.82160
3.183.09
6.0920.0
12.020.0
1.000.87
0.011.00
0.740.01
GL24h
665
270S235
200
1.870.980
2.331.02
4.784.67
1262.92
2.7612.0
20.012.0
20.00.97
0.690.01
1.000.65
0.01G
L24h6
65270
S23520
201.87
0.9802.33
1.024.78
4.67158
2.742.76
7.0219.9
12.020.0
1.000.81
0.011.00
0.660.01
GL24h
665
270S235
300
2.251.02
2.811.05
4.724.62
1252.73
2.5912.0
20.012.0
20.00.97
0.650.01
1.000.61
0.01G
L24h6
65270
S23530
202.25
1.022.81
1.054.72
4.62156
2.492.59
7.5820.0
12.020.0
1.000.78
0.011.00
0.610.01
GL24h
265
315S235
100
1.891.28
2.341.34
17.617.3
11742.8
41.12.93
4.544.00
6.671.00
0.750.02
1.000.68
0.01G
L24h2
65315
S23510
201.89
1.282.34
1.3417.6
17.3147
43.241.1
2.544.53
4.006.67
1.000.80
0.011.00
0.680.01
GL24h
265
315S235
200
2.571.37
3.281.43
17.216.8
80.040.0
39.13.12
4.824.00
6.671.00
0.580.01
1.000.50
0.01G
L24h2
65315
S23520
202.57
1.373.28
1.4317.2
16.8100
40.439.1
2.964.82
4.006.67
1.000.62
0.011.00
0.500.01
GL24h
265
315S235
300
3.151.42
4.021.48
17.016.6
60.039.0
38.73.15
4.884.00
6.671.00
0.490.01
1.000.41
0.01G
L24h2
65315
S23530
203.15
1.424.02
1.4817.0
16.675.0
39.338.7
3.074.88
4.006.67
1.000.51
0.011.00
0.410.01
GL24h
2.565
315S235
100
1.891.28
2.341.34
14.113.9
11827.4
26.33.75
5.815.00
8.331.00
0.760.02
1.000.68
0.01G
L24h2.5
65315
S23510
201.89
1.282.34
1.3414.1
13.9147
27.726.3
3.145.82
5.008.33
1.000.80
0.011.00
0.680.01
GL24h
2.565
315S235
200
2.571.37
3.281.43
13.813.5
80.025.6
25.04.12
6.345.00
8.331.00
0.580.01
1.000.50
0.01G
L24h2.5
65315
S23520
202.57
1.373.28
1.4313.8
13.5100
25.825.0
3.866.34
5.008.33
1.000.62
0.011.00
0.500.01
GL24h
2.565
315S235
300
3.151.42
4.021.48
13.613.3
60.025.0
24.84.18
6.455.00
8.331.00
0.490.01
1.000.41
0.01G
L24h2.5
65315
S23530
203.15
1.424.02
1.4813.6
13.375.0
25.224.8
4.046.45
5.008.33
1.000.51
0.011.00
0.410.01
GL24h
365
315S235
100
1.891.28
2.341.34
11.711.5
11719.0
18.34.78
7.426.00
10.01.00
0.750.02
1.000.68
0.01G
L24h3
65315
S23510
201.89
1.282.34
1.3411.7
11.5146
19.218.3
3.927.43
6.0010.0
1.000.80
0.011.00
0.680.01
GL24h
365
315S235
200
2.571.37
3.281.43
11.511.2
80.017.8
17.45.33
8.196.00
10.01.00
0.580.01
1.000.50
0.01G
L24h3
65315
S23520
202.57
1.373.28
1.4311.5
11.299.0
17.917.4
4.988.21
6.0010.0
1.000.61
0.011.00
0.500.01
GL24h
365
315S235
300
3.151.42
4.021.48
11.311.1
59.017.3
17.25.44
8.386.00
10.01.00
0.490.01
1.000.41
0.01G
L24h3
65315
S23530
203.15
1.424.02
1.4811.3
11.174.0
17.517.2
5.258.38
6.0010.0
1.000.50
0.011.00
0.410.01
Appendix C, Raw data Uniformly distributed load Beam type 3
C-49
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
v.Ed inst
v.Ed fin
P.preq.Ed inst
q.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL24h
3.565
315S235
100
1.891.28
2.341.34
10.09.89
11614.0
13.46.02
9.357.00
11.71.00
0.750.02
1.000.68
0.01G
L24h3.5
65315
S23510
201.89
1.282.34
1.3410.0
9.89145
14.113.4
4.859.35
7.0011.7
1.000.80
0.021.00
0.680.01
GL24h
3.565
315S235
200
2.571.37
3.281.43
9.839.62
79.013.0
12.86.79
10.47.00
11.71.00
0.580.01
1.000.50
0.01G
L24h3.5
65315
S23520
202.57
1.373.28
1.439.83
9.6298.0
13.212.8
6.3110.4
7.0011.7
1.000.61
0.011.00
0.500.01
GL24h
3.565
315S235
300
3.151.42
4.021.48
9.699.49
59.012.7
12.66.93
10.77.00
11.71.00
0.490.01
1.000.41
0.01G
L24h3.5
65315
S23530
203.15
1.424.02
1.489.69
9.4974.0
12.812.6
6.6710.6
7.0011.7
1.000.50
0.011.00
0.410.01
GL24h
465
315S235
100
1.891.28
2.341.34
8.788.66
11610.7
10.37.42
11.58.00
13.31.00
0.750.02
1.000.68
0.01G
L24h4
65315
S23510
201.89
1.282.34
1.348.78
8.66145
10.810.3
5.8811.5
8.0013.3
1.000.80
0.021.00
0.680.01
GL24h
465
315S235
200
2.571.37
3.281.43
8.608.42
78.09.56
9.778.00
13.08.00
13.30.95
0.560.01
1.000.50
0.01G
L24h4
65315
S23520
202.57
1.373.28
1.438.60
8.4298.0
10.19.77
7.8213.0
8.0013.3
1.000.61
0.011.00
0.500.01
GL24h
465
315S235
300
3.151.42
4.021.48
8.488.30
60.09.16
9.678.00
13.28.00
13.30.93
0.460.01
1.000.41
0.01G
L24h4
65315
S23530
203.15
1.424.02
1.488.48
8.3075.0
9.579.67
8.0013.2
8.0013.3
0.970.49
0.011.00
0.410.01
GL24h
4.565
315S235
100
1.891.28
2.341.34
7.817.69
1168.44
8.129.00
14.09.00
15.01.00
0.750.02
1.000.68
0.01G
L24h4.5
65315
S23510
201.89
1.282.34
1.347.81
7.69145
8.548.12
7.0514.0
9.0015.0
1.000.80
0.021.00
0.680.01
GL24h
4.565
315S235
200
2.571.37
3.281.43
7.657.48
93.07.54
7.709.00
15.09.00
15.00.94
0.570.01
1.000.52
0.01G
L24h4.5
65315
S23520
202.57
1.373.28
1.437.65
7.48116
7.977.70
8.6315.0
9.0015.0
1.000.64
0.011.00
0.520.01
GL24h
4.565
315S235
300
3.151.42
4.021.48
7.547.38
85.07.32
7.569.00
15.09.00
15.00.93
0.490.01
1.000.45
0.01G
L24h4.5
65315
S23530
203.15
1.424.02
1.487.54
7.38106
7.727.56
8.8715.0
9.0015.0
1.000.56
0.011.00
0.450.01
GL24h
565
315S235
100
1.891.28
2.341.34
7.036.93
1176.62
6.5810.0
16.710.0
16.70.95
0.720.02
1.000.68
0.01G
L24h5
65315
S23510
201.89
1.282.34
1.347.03
6.93147
6.916.58
8.1816.6
10.016.7
1.000.80
0.011.00
0.680.01
GL24h
565
315S235
200
2.571.37
3.281.43
6.886.73
1096.17
6.1710.0
16.610.0
16.70.95
0.600.01
1.000.56
0.01G
L24h5
65315
S23520
202.57
1.373.28
1.436.88
6.73136
6.386.17
8.9016.7
10.016.7
1.000.69
0.011.00
0.560.01
GL24h
565
315S235
300
3.151.42
4.021.48
6.786.64
1035.94
6.0010.0
16.710.0
16.70.94
0.530.01
1.000.49
0.01G
L24h5
65315
S23530
203.15
1.424.02
1.486.78
6.64129
6.106.00
9.2016.7
10.016.7
1.000.62
0.011.00
0.490.01
GL24h
5.565
315S235
100
1.891.28
2.341.34
6.396.30
1275.54
5.4311.0
18.311.0
18.30.96
0.740.02
1.000.70
0.01G
L24h5.5
65315
S23510
201.89
1.282.34
1.346.39
6.30159
5.705.43
8.1918.3
11.018.3
1.000.82
0.011.00
0.700.01
GL24h
5.565
315S235
200
2.571.37
3.281.43
6.266.12
1215.12
5.0311.0
18.311.0
18.30.95
0.630.01
1.000.58
0.01G
L24h5.5
65315
S23520
202.57
1.373.28
1.436.26
6.12151
5.185.03
9.0318.3
11.018.3
1.000.72
0.011.00
0.580.01
GL24h
5.565
315S235
300
3.151.42
4.021.48
6.176.04
1164.87
4.8411.0
18.311.0
18.30.95
0.560.01
1.000.52
0.01G
L24h5.5
65315
S23530
203.15
1.424.02
1.486.17
6.04146
4.894.84
9.3718.3
11.018.3
1.000.66
0.011.00
0.520.01
Appendix C, Raw data Uniformly distributed load Beam type 3
C-50
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
v.Ed inst
v.Ed fin
P.preq.Ed inst
q.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL24h
665
315S235
100
1.891.28
2.341.34
5.865.77
1354.69
4.5512.0
19.912.0
20.00.97
0.760.02
1.000.71
0.01G
L24h6
65315
S23510
201.89
1.282.34
1.345.86
5.77169
4.774.55
8.0019.9
12.020.0
1.000.84
0.011.00
0.710.01
GL24h
665
315S235
200
2.571.37
3.281.43
5.735.61
1304.29
4.1712.0
20.012.0
20.00.96
0.650.01
1.000.61
0.01G
L24h6
65315
S23520
202.57
1.373.28
1.435.73
5.61163
4.274.17
8.9820.0
12.020.0
1.000.75
0.011.00
0.610.01
GL24h
665
315S235
300
3.151.42
4.021.48
5.655.53
1274.07
3.9812.0
20.012.0
20.00.96
0.590.01
1.000.55
0.01G
L24h6
65315
S23530
203.15
1.424.02
1.485.65
5.53159
3.983.98
9.4320.0
12.020.0
1.000.70
0.011.00
0.550.01
GL24h
6.565
315S235
100
1.891.28
2.341.34
5.415.33
1414.01
3.8613.0
21.713.0
21.70.97
0.770.01
1.000.72
0.01G
L24h6.5
65315
S23510
201.89
1.282.34
1.345.41
5.33177
4.043.86
7.6921.6
13.021.7
1.000.86
0.011.00
0.730.01
GL24h
6.565
315S235
200
2.571.37
3.281.43
5.295.18
1383.65
3.5013.0
21.613.0
21.70.96
0.670.01
1.000.63
0.01G
L24h6.5
65315
S23520
202.57
1.373.28
1.435.29
5.18172
3.583.50
8.9121.7
13.021.7
1.000.78
0.011.00
0.630.01
GL24h
6.565
315S235
300
3.151.42
4.021.48
5.225.11
1353.43
3.3113.0
21.713.0
21.70.96
0.610.01
1.000.57
0.01G
L24h6.5
65315
S23530
203.15
1.424.02
1.485.22
5.11169
3.303.31
9.4221.7
13.021.7
1.000.73
0.011.00
0.570.01
GL24h
765
315S235
100
1.891.28
2.341.34
5.024.95
1473.47
3.3114.0
23.214.0
23.30.98
0.790.01
1.000.74
0.01G
L24h7
65315
S23510
201.89
1.282.34
1.345.02
4.95183
3.463.31
7.3823.3
14.023.3
1.000.87
0.011.00
0.740.01
GL24h
765
315S235
200
2.571.37
3.281.43
4.914.81
1443.14
2.9814.0
23.314.0
23.30.97
0.690.01
1.000.64
0.01G
L24h7
65315
S23520
202.57
1.373.28
1.434.91
4.81180
3.032.98
8.6123.3
14.023.3
1.000.80
0.011.00
0.640.01
GL24h
765
315S235
300
3.151.42
4.021.48
4.844.74
1432.94
2.8014.0
23.314.0
23.30.97
0.640.01
1.000.60
0.01G
L24h7
65315
S23530
203.15
1.424.02
1.484.84
4.74178
2.762.80
9.1823.3
14.023.3
1.000.76
0.011.00
0.600.01
GL28h
490
225S235
100
1.330.866
1.600.894
9.158.93
1567.26
6.978.00
13.38.00
13.30.97
0.760.01
1.000.72
0.01G
L28h4
90225
S23510
201.33
0.8661.60
0.8949.15
8.93195
7.006.97
5.1013.3
8.0013.3
1.000.85
0.011.00
0.720.01
GL28h
490
225S235
200
1.730.909
2.100.936
8.878.65
1526.59
6.368.00
13.38.00
13.30.96
0.670.01
1.000.64
0.01G
L28h4
90225
S23520
201.73
0.9092.10
0.9368.87
8.65190
6.146.36
5.6013.3
8.0013.3
1.000.78
0.011.00
0.640.01
GL28h
490
225S235
300
2.050.940
2.470.969
8.778.64
1496.25
6.128.00
13.38.00
13.30.96
0.620.01
1.000.59
0.01G
L28h4
90225
S23530
202.05
0.9402.47
0.9698.77
8.64187
5.696.13
5.8413.3
8.0013.3
1.000.74
0.011.00
0.600.01
GL28h
590
225S235
100
1.330.866
1.600.894
7.327.14
1744.59
4.2910.0
16.610.0
16.70.98
0.800.01
1.000.76
0.01G
L28h5
90225
S23510
201.33
0.8661.60
0.8947.32
7.14206
4.364.18
5.7816.7
10.016.7
1.000.87
0.010.95
0.710.01
GL28h
590
225S235
200
1.730.909
2.100.936
7.096.92
1724.05
3.7910.0
16.710.0
16.70.97
0.720.01
1.000.69
0.01G
L28h5
90225
S23520
201.73
0.9092.10
0.9367.09
6.92206
3.693.72
6.1316.7
10.016.7
1.000.83
0.010.96
0.650.01
GL28h
590
225S235
300
2.050.940
2.470.969
7.026.91
1713.77
3.5710.0
16.710.0
16.70.97
0.680.01
1.000.66
0.01G
L28h5
90225
S23530
202.05
0.9402.47
0.9697.02
6.91206
3.303.52
6.2816.7
10.016.7
1.000.80
0.010.97
0.630.01
Appendix C, Raw data Uniformly distributed load Beam type 3
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
v.Ed inst
v.Ed fin
P.preq.Ed inst
q.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
690
225S235
100
1.330.866
1.600.894
6.105.95
1853.14
2.8912.0
20.012.0
20.00.99
0.820.01
1.000.79
0.01G
L28h6
90225
S23510
201.33
0.8661.60
0.8946.10
5.95206
3.032.70
7.9520.0
12.020.0
1.000.87
0.010.88
0.670.01
GL28h
690
225S235
200
1.730.909
2.100.936
5.915.77
1852.72
2.4812.0
20.012.0
20.00.98
0.760.01
1.000.73
0.01G
L28h6
90225
S23520
201.73
0.9092.10
0.9365.91
5.77206
2.562.36
8.5120.0
12.020.0
1.000.83
0.010.89
0.620.01
GL28h
690
225S235
300
2.050.940
2.470.969
5.855.76
1852.49
2.3012.0
20.012.0
20.00.98
0.730.01
1.000.71
0.00G
L28h6
90225
S23530
202.05
0.9402.47
0.9695.85
5.76206
2.292.20
8.7520.0
12.020.0
1.000.80
0.010.89
0.600.00
GL28h
790
225S235
100
1.330.866
1.600.894
5.235.10
1932.28
2.0714.0
23.314.0
23.30.99
0.840.01
1.000.81
0.01G
L28h7
90225
S23510
201.33
0.8661.60
0.8945.23
5.10206
2.231.88
10.523.3
14.023.3
1.000.87
0.010.83
0.650.01
GL28h
790
225S235
200
1.730.909
2.100.936
5.074.95
1941.95
1.7414.0
23.414.0
23.30.99
0.790.01
1.000.76
0.01G
L28h7
90225
S23520
201.73
0.9092.10
0.9365.07
4.95206
1.881.61
11.323.3
14.023.3
1.000.83
0.010.83
0.600.01
GL28h
790
225S235
300
2.050.940
2.470.969
5.014.93
1951.76
1.5914.0
23.314.0
23.30.99
0.760.01
1.000.74
0.00G
L28h7
90225
S23530
202.05
0.9402.47
0.9695.01
4.93206
1.681.48
11.723.4
14.023.3
1.000.80
0.010.83
0.570.00
GL28h
490
270S235
100
1.951.28
2.391.34
11.311.1
16111.4
11.38.00
13.38.00
13.30.95
0.720.02
1.000.68
0.01G
L28h4
90270
S23510
201.95
1.282.39
1.3411.3
11.1202
11.611.2
6.4113.3
8.0013.3
1.000.80
0.011.00
0.680.01
GL28h
490
270S235
200
2.621.36
3.271.41
11.010.8
15110.6
10.68.00
13.38.00
13.30.95
0.610.01
1.000.57
0.01G
L28h4
90270
S23520
202.62
1.363.27
1.4111.0
10.8189
10.710.6
6.9313.3
8.0013.3
1.000.70
0.011.00
0.570.01
GL28h
490
270S235
300
3.161.41
3.941.46
10.910.7
14510.2
10.38.00
13.38.00
13.30.95
0.540.01
1.000.51
0.01G
L28h4
90270
S23530
203.16
1.413.94
1.4610.9
10.7181
10.210.3
7.1513.3
8.0013.3
1.000.64
0.011.00
0.510.01
GL28h
590
270S235
100
1.951.28
2.391.34
9.068.88
1877.30
7.0310.0
16.710.0
16.70.97
0.760.02
1.000.72
0.01G
L28h5
90270
S23510
201.95
1.282.39
1.349.06
8.88234
7.197.04
6.1916.7
10.016.7
1.000.85
0.011.00
0.720.01
GL28h
590
270S235
200
2.621.36
3.271.41
8.828.61
1826.64
6.4010.0
16.710.0
16.70.96
0.670.01
1.000.63
0.01G
L28h5
90270
S23520
202.62
1.363.27
1.418.82
8.61228
6.346.40
6.9216.7
10.016.7
1.000.78
0.011.00
0.630.01
GL28h
590
270S235
300
3.161.41
3.941.46
8.708.53
1796.28
6.1110.0
16.710.0
16.70.96
0.610.01
1.000.58
0.01G
L28h5
90270
S23530
203.16
1.413.94
1.468.70
8.53224
5.866.11
7.2716.7
10.016.7
1.000.74
0.011.00
0.580.01
GL28h
690
270S235
100
1.951.28
2.391.34
7.557.40
2045.06
4.7812.0
20.012.0
20.00.98
0.790.01
1.000.75
0.01G
L28h6
90270
S23510
201.95
1.282.39
1.347.55
7.40244
4.934.66
6.8720.0
12.020.0
1.000.87
0.010.96
0.710.01
GL28h
690
270S235
200
2.621.36
3.271.41
7.357.18
2024.52
4.2412.0
20.012.0
20.00.97
0.710.01
1.000.67
0.01G
L28h6
90270
S23520
202.62
1.363.27
1.417.35
7.18247
4.194.20
6.9220.0
12.020.0
1.000.83
0.010.98
0.650.01
GL28h
690
270S235
300
3.161.41
3.941.46
7.257.11
2004.20
3.9712.0
20.012.0
20.00.97
0.660.01
1.000.63
0.01G
L28h6
90270
S23530
203.16
1.413.94
1.467.25
7.11247
3.753.96
7.1320.0
12.020.0
1.000.80
0.010.99
0.620.01
Appendix C, Raw data Uniformly distributed load Beam type 3
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
v.Ed inst
v.Ed fin
P.preq.Ed inst
q.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
790
270S235
100
1.951.28
2.391.34
6.476.34
2163.70
3.4514.0
23.314.0
23.30.99
0.820.01
1.000.77
0.01G
L28h7
90270
S23510
201.95
1.282.39
1.346.47
6.34247
3.603.27
8.2923.4
14.023.3
1.000.88
0.010.91
0.690.01
GL28h
790
270S235
200
2.621.36
3.271.41
6.306.15
2163.26
3.0014.0
23.314.0
23.30.98
0.740.01
1.000.71
0.01G
L28h7
90270
S23520
202.62
1.363.27
1.416.30
6.15247
3.082.87
9.0723.3
14.023.3
1.000.83
0.010.92
0.630.01
GL28h
790
270S235
300
3.161.41
3.941.46
6.216.09
2152.99
2.7614.0
23.314.0
23.30.98
0.700.01
1.000.67
0.01G
L28h7
90270
S23530
203.16
1.413.94
1.466.21
6.09247
2.752.67
9.3923.3
14.023.3
1.000.80
0.010.92
0.600.01
GL28h
890
270S235
100
1.951.28
2.391.34
5.665.55
2252.82
2.6016.0
26.716.0
26.70.99
0.830.01
1.000.79
0.01G
L28h8
90270
S23510
201.95
1.282.39
1.345.66
5.55247
2.762.39
10.526.7
16.026.7
1.000.88
0.010.87
0.660.01
GL28h
890
270S235
200
2.621.36
3.271.41
5.515.38
2262.46
2.2216.0
26.716.0
26.70.99
0.770.01
1.000.74
0.01G
L28h8
90270
S23520
202.62
1.363.27
1.415.51
5.38247
2.362.07
11.526.7
16.026.7
1.000.83
0.010.87
0.610.01
GL28h
890
270S235
300
3.161.41
3.941.46
5.435.33
2262.23
2.0216.0
26.716.0
26.70.98
0.730.01
1.000.71
0.01G
L28h8
90270
S23530
203.16
1.413.94
1.465.43
5.33247
2.111.91
12.026.7
16.026.7
1.000.80
0.010.87
0.580.01
GL28h
490
315S235
100
2.651.77
3.281.86
13.513.3
16616.3
16.28.00
12.98.00
13.30.97
0.720.02
1.000.66
0.02G
L28h4
90315
S23510
202.65
1.773.28
1.8613.5
13.3207
16.916.2
6.9313.0
8.0013.3
1.000.78
0.021.00
0.660.02
GL28h
490
315S235
200
3.611.90
4.611.98
13.212.9
13815.1
15.58.00
13.38.00
13.30.93
0.560.02
1.000.51
0.01G
L28h4
90315
S23520
203.61
1.904.61
1.9813.2
12.9173
15.915.5
7.7713.3
8.0013.3
1.000.63
0.021.00
0.510.01
GL28h
490
315S235
300
4.431.97
5.652.05
13.012.8
12514.7
15.38.00
13.38.00
13.30.93
0.480.01
1.000.44
0.01G
L28h4
90315
S23530
204.43
1.975.65
2.0513.0
12.8156
15.515.3
7.9813.3
8.0013.3
1.000.55
0.011.00
0.440.01
GL28h
590
315S235
100
2.651.77
3.281.86
10.810.6
19510.5
10.310.0
16.610.0
16.70.96
0.740.02
1.000.69
0.02G
L28h5
90315
S23510
202.65
1.773.28
1.8610.8
10.6244
10.710.3
7.5816.6
10.016.7
1.000.82
0.021.00
0.690.02
GL28h
590
315S235
200
3.611.90
4.611.98
10.610.3
1859.74
9.6310.0
16.610.0
16.70.95
0.620.01
1.000.58
0.01G
L28h5
90315
S23520
203.61
1.904.61
1.9810.6
10.3231
9.829.63
8.3016.6
10.016.7
1.000.72
0.011.00
0.580.01
GL28h
590
315S235
300
4.431.97
5.652.05
10.410.2
1789.33
9.3110.0
16.610.0
16.70.95
0.560.01
1.000.52
0.01G
L28h5
90315
S23530
204.43
1.975.65
2.0510.4
10.2222
9.319.32
8.6516.7
10.016.7
1.000.66
0.011.00
0.520.01
GL28h
690
315S235
100
2.651.77
3.281.86
9.008.87
2187.34
7.0912.0
20.012.0
20.00.97
0.770.02
1.000.72
0.01G
L28h6
90315
S23510
202.65
1.773.28
1.869.00
8.87267
7.367.01
7.8520.0
12.020.0
1.000.85
0.010.98
0.710.01
GL28h
690
315S235
200
3.611.90
4.611.98
8.818.62
2136.71
6.4512.0
20.012.0
20.00.96
0.670.01
1.000.63
0.01G
L28h6
90315
S23520
203.61
1.904.61
1.988.81
8.62266
6.506.46
8.1720.0
12.020.0
1.000.78
0.011.00
0.630.01
GL28h
690
315S235
300
4.431.97
5.652.05
8.688.50
2096.34
6.1312.0
20.012.0
20.00.96
0.610.01
1.000.58
0.01G
L28h6
90315
S23530
204.43
1.975.65
2.058.68
8.50261
6.016.14
8.6620.0
12.020.0
1.000.74
0.011.00
0.580.01
Appendix C, Raw data Uniformly distributed load Beam type 3
C-53
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
v.Ed inst
v.Ed fin
P.preq.Ed inst
q.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
790
315S235
100
2.651.77
3.281.86
7.727.60
2355.42
5.1414.0
23.214.0
23.30.98
0.800.02
1.000.75
0.01G
L28h7
90315
S23510
202.65
1.773.28
1.867.72
7.60273
5.394.94
9.2523.3
14.023.3
1.000.86
0.010.94
0.690.01
GL28h
790
315S235
200
3.611.90
4.611.98
7.557.39
2324.88
4.5914.0
23.314.0
23.30.97
0.710.01
1.000.67
0.01G
L28h7
90315
S23520
203.61
1.904.61
1.987.55
7.39288
4.594.58
7.6723.3
14.023.3
1.000.83
0.010.99
0.660.01
GL28h
790
315S235
300
4.431.97
5.652.05
7.447.29
2304.55
4.3014.0
23.314.0
23.30.97
0.660.01
1.000.62
0.01G
L28h7
90315
S23530
204.43
1.975.65
2.057.44
7.29287
4.134.30
8.0923.3
14.023.3
1.000.80
0.011.00
0.620.01
GL28h
890
315S235
100
2.651.77
3.281.86
6.756.65
2474.15
3.8916.0
26.616.0
26.70.99
0.820.01
1.000.77
0.01G
L28h8
90315
S23510
202.65
1.773.28
1.866.75
6.65281
4.103.68
10.026.7
16.026.7
1.000.87
0.010.91
0.680.01
GL28h
890
315S235
200
3.611.90
4.611.98
6.616.47
2463.70
3.4216.0
26.716.0
26.70.98
0.740.01
1.000.69
0.01G
L28h8
90315
S23520
203.61
1.904.61
1.986.61
6.47288
3.513.31
9.6226.7
16.026.7
1.000.83
0.010.94
0.640.01
GL28h
890
315S235
300
4.431.97
5.652.05
6.516.38
2453.41
3.1616.0
26.716.0
26.70.98
0.690.01
1.000.66
0.01G
L28h8
90315
S23530
204.43
1.975.65
2.056.51
6.38288
3.153.08
10.026.7
16.026.7
1.000.80
0.010.94
0.600.01
GL28h
990
315S235
100
2.651.77
3.281.86
6.005.91
2563.28
3.0518.0
30.018.0
30.00.99
0.830.01
1.000.78
0.01G
L28h9
90315
S23510
202.65
1.773.28
1.866.00
5.91288
3.222.84
10.530.0
18.030.0
1.000.88
0.010.89
0.680.01
GL28h
990
315S235
200
3.611.90
4.611.98
5.875.75
2572.90
2.6418.0
30.018.0
30.00.99
0.760.01
1.000.72
0.01G
L28h9
90315
S23520
203.61
1.904.61
1.985.87
5.75288
2.782.49
11.830.0
18.030.0
1.000.83
0.010.89
0.620.01
GL28h
990
315S235
300
4.431.97
5.652.05
5.795.67
2572.65
2.4118.0
29.918.0
30.00.98
0.720.01
1.000.69
0.01G
L28h9
90315
S23530
204.43
1.975.65
2.055.79
5.67288
2.492.30
12.430.0
18.030.0
1.000.80
0.010.90
0.580.01
GL28h
490
360S235
100
3.422.33
4.252.46
15.715.5
21022.8
22.07.15
11.18.00
13.31.00
0.760.02
1.000.69
0.02G
L28h4
90360
S23510
203.42
2.334.25
2.4615.7
15.5263
23.022.0
5.6011.1
8.0013.3
1.000.81
0.021.00
0.690.02
GL28h
490
360S235
200
4.692.51
6.072.64
15.415.1
14321.0
21.08.00
12.68.00
13.30.98
0.580.02
1.000.50
0.01G
L28h4
90360
S23520
204.69
2.516.07
2.6415.4
15.1179
21.621.0
7.5412.6
8.0013.3
1.000.62
0.021.00
0.500.01
GL28h
490
360S235
300
5.802.62
7.552.73
15.214.9
10920.1
20.78.00
12.88.00
13.30.96
0.470.01
1.000.41
0.01G
L28h4
90360
S23530
205.80
2.627.55
2.7315.2
14.9136
21.020.7
8.0012.8
8.0013.3
1.000.51
0.011.00
0.410.01
GL28h
590
360S235
100
3.422.33
4.252.46
12.512.4
21014.5
14.110.0
15.810.0
16.70.99
0.760.02
1.000.69
0.02G
L28h5
90360
S23510
203.42
2.334.25
2.4612.5
12.4262
14.714.1
7.7715.8
10.016.7
1.000.81
0.021.00
0.690.02
GL28h
590
360S235
200
4.692.51
6.072.64
12.312.1
17813.1
13.410.0
16.710.0
16.70.94
0.590.02
1.000.54
0.01G
L28h5
90360
S23520
204.69
2.516.07
2.6412.3
12.1223
13.813.3
9.2616.6
10.016.7
1.000.67
0.021.00
0.540.01
GL28h
590
360S235
300
5.802.62
7.552.73
12.211.9
16512.7
13.110.0
16.710.0
16.70.93
0.510.01
1.000.46
0.01G
L28h5
90360
S23530
205.80
2.627.55
2.7312.2
11.9207
13.313.1
9.5816.7
10.016.7
1.000.59
0.011.00
0.470.01
Appendix C, Raw data Uniformly distributed load Beam type 3
C-54
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
v.Ed inst
v.Ed fin
P.preq.Ed inst
q.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
690
360S235
100
3.422.33
4.252.46
10.510.3
2279.92
9.7612.0
20.012.0
20.00.96
0.750.02
1.000.71
0.02G
L28h6
90360
S23510
203.42
2.334.25
2.4610.5
10.3284
10.29.76
8.7320.0
12.020.0
1.000.83
0.021.00
0.710.02
GL28h
690
360S235
200
4.692.51
6.072.64
10.310.1
2179.22
9.0812.0
20.012.0
20.00.95
0.640.01
1.000.59
0.01G
L28h6
90360
S23520
204.69
2.516.07
2.6410.3
10.1271
9.339.08
9.6420.0
12.020.0
1.000.74
0.011.00
0.590.01
GL28h
690
360S235
300
5.802.62
7.552.73
10.19.93
2098.80
8.7312.0
20.012.0
20.00.95
0.570.01
1.000.53
0.01G
L28h6
90360
S23530
205.80
2.627.55
2.7310.1
9.93262
8.818.73
10.120.0
12.020.0
1.000.67
0.011.00
0.530.01
GL28h
790
360S235
100
3.422.33
4.252.46
8.968.86
2497.38
7.1314.0
23.314.0
23.30.97
0.780.02
1.000.73
0.02G
L28h7
90360
S23510
203.42
2.334.25
2.468.96
8.86294
7.496.92
10.123.3
14.023.3
1.000.84
0.020.96
0.690.02
GL28h
790
360S235
200
4.692.51
6.072.64
8.818.64
2436.77
6.5114.0
23.314.0
23.30.96
0.680.01
1.000.63
0.01G
L28h7
90360
S23520
204.69
2.516.07
2.648.81
8.64303
6.656.51
9.4823.3
14.023.3
1.000.79
0.011.00
0.630.01
GL28h
790
360S235
300
5.802.62
7.552.73
8.698.51
2386.39
6.1814.0
23.314.0
23.30.96
0.620.01
1.000.57
0.01G
L28h7
90360
S23530
205.80
2.627.55
2.738.69
8.51298
6.156.17
10.023.3
14.023.3
1.000.74
0.011.00
0.580.01
GL28h
890
360S235
100
3.422.33
4.252.46
7.847.76
2655.69
5.4316.0
26.616.0
26.70.98
0.800.02
1.000.75
0.01G
L28h8
90360
S23510
203.42
2.334.25
2.467.84
7.76301
5.725.13
11.726.7
16.026.7
1.000.85
0.010.92
0.680.01
GL28h
890
360S235
200
4.692.51
6.072.64
7.717.56
2625.16
4.8716.0
26.616.0
26.70.97
0.710.01
1.000.66
0.01G
L28h8
90360
S23520
204.69
2.516.07
2.647.71
7.56327
4.944.88
8.6526.7
16.026.7
1.000.83
0.011.00
0.660.01
GL28h
890
360S235
300
5.802.62
7.552.73
7.617.45
2594.83
4.5716.0
26.616.0
26.70.97
0.650.01
1.000.61
0.01G
L28h8
90360
S23530
205.80
2.627.55
2.737.61
7.45323
4.494.56
9.5326.7
16.026.7
1.000.79
0.011.00
0.610.01
GL28h
990
360S235
100
3.422.33
4.252.46
6.976.89
2774.50
4.2618.0
30.018.0
30.00.99
0.820.02
1.000.77
0.01G
L28h9
90360
S23510
203.42
2.334.25
2.466.97
6.89307
4.513.95
13.230.0
18.030.0
1.000.86
0.010.89
0.670.01
GL28h
990
360S235
200
4.692.51
6.072.64
6.866.72
2764.06
3.7818.0
30.018.0
30.00.98
0.730.01
1.000.69
0.01G
L28h9
90360
S23520
204.69
2.516.07
2.646.86
6.72329
3.893.68
10.230.0
18.030.0
1.000.83
0.010.96
0.650.01
GL28h
990
360S235
300
5.802.62
7.552.73
6.766.62
2743.76
3.5018.0
30.018.0
30.00.97
0.680.01
1.000.64
0.01G
L28h9
90360
S23530
205.80
2.627.55
2.736.76
6.62329
3.503.43
10.730.0
18.030.0
1.000.80
0.010.96
0.610.01
GL28h
1090
360S235
100
3.422.33
4.252.46
6.276.20
2873.66
3.4320.0
33.220.0
33.30.99
0.830.02
1.000.78
0.01G
L28h10
90360
S23510
203.42
2.334.25
2.466.27
6.20307
3.653.10
15.833.3
20.033.3
1.000.86
0.010.85
0.640.01
GL28h
1090
360S235
200
4.692.51
6.072.64
6.176.05
2873.27
3.0020.0
33.320.0
33.30.98
0.750.01
1.000.71
0.01G
L28h10
90360
S23520
204.69
2.516.07
2.646.17
6.05329
3.152.86
12.233.3
20.033.3
1.000.83
0.010.92
0.630.01
GL28h
1090
360S235
300
5.802.62
7.552.73
6.095.96
2873.01
2.7620.0
33.320.0
33.30.98
0.710.01
1.000.67
0.01G
L28h10
90360
S23530
205.80
2.627.55
2.736.09
5.96329
2.842.65
12.933.4
20.033.3
1.000.80
0.010.92
0.590.01
Appendix C, Raw data Uniformly distributed load Beam type 3
C-55
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
v.Ed inst
v.Ed fin
P.preq.Ed inst
q.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
1190
360S235
100
3.422.33
4.252.46
5.705.64
2953.03
2.8122.0
36.422.0
36.71.00
0.840.02
1.000.79
0.01G
L28h11
90360
S23510
203.42
2.334.25
2.465.70
5.64307
3.022.49
18.836.7
22.036.7
1.000.86
0.010.82
0.630.01
GL28h
1190
360S235
200
4.692.51
6.072.64
5.615.50
2962.69
2.4422.0
36.722.0
36.70.99
0.770.01
1.000.73
0.01G
L28h11
90360
S23520
204.69
2.516.07
2.645.61
5.50329
2.602.28
14.436.7
22.036.7
1.000.83
0.010.88
0.610.01
GL28h
1190
360S235
300
5.802.62
7.552.73
5.535.42
2972.46
2.2222.0
36.622.0
36.70.99
0.730.01
1.000.69
0.01G
L28h11
90360
S23530
205.80
2.627.55
2.735.53
5.42329
2.352.09
15.336.7
22.036.7
1.000.80
0.010.88
0.580.01
GL28h
490
405S235
100
4.262.96
5.303.13
17.817.7
25829.9
28.76.28
9.818.00
13.31.00
0.790.02
1.000.72
0.02G
L28h4
90405
S23510
204.26
2.965.30
3.1317.8
17.7307
30.228.7
5.0810.2
8.0013.3
1.000.83
0.021.00
0.710.02
GL28h
490
405S235
200
5.853.20
7.633.38
17.617.3
17927.9
27.27.42
11.48.00
13.31.00
0.620.02
1.000.53
0.01G
L28h4
90405
S23520
205.85
3.207.63
3.3817.6
17.3224
28.227.2
6.7011.4
8.0013.3
1.000.65
0.021.00
0.530.01
GL28h
490
405S235
300
7.283.35
9.603.51
17.417.1
13727.1
26.87.67
11.88.00
13.31.00
0.510.02
1.000.42
0.01G
L28h4
90405
S23530
207.28
3.359.60
3.5117.4
17.1172
27.326.8
7.2711.8
8.0013.3
1.000.54
0.021.00
0.420.01
GL28h
590
405S235
100
4.262.96
5.303.13
14.314.2
25719.1
18.48.66
13.610.0
16.71.00
0.790.02
1.000.72
0.02G
L28h5
90405
S23510
204.26
2.965.30
3.1314.3
14.2307
19.318.4
6.7414.1
10.016.7
1.000.83
0.021.00
0.710.02
GL28h
590
405S235
200
5.853.20
7.633.38
14.113.9
18017.3
17.410.0
16.110.0
16.70.96
0.600.02
1.000.53
0.01G
L28h5
90405
S23520
205.85
3.207.63
3.3814.1
13.9224
18.017.4
9.3616.1
10.016.7
1.000.65
0.021.00
0.530.01
GL28h
590
405S235
300
7.283.35
9.603.51
13.913.7
13816.2
17.110.0
16.710.0
16.70.93
0.470.02
1.000.42
0.01G
L28h5
90405
S23530
207.28
3.359.60
3.5113.9
13.7173
17.217.1
10.016.7
10.016.7
0.980.53
0.021.00
0.420.01
GL28h
690
405S235
100
4.262.96
5.303.13
11.911.8
25613.3
12.811.6
18.212.0
20.01.00
0.790.02
1.000.72
0.02G
L28h6
90405
S23510
204.26
2.965.30
3.1311.9
11.8307
13.412.8
8.7718.9
12.020.0
1.000.83
0.021.00
0.710.02
GL28h
690
405S235
200
5.853.20
7.633.38
11.811.6
21411.9
12.012.0
20.012.0
20.00.94
0.610.02
1.000.56
0.01G
L28h6
90405
S23520
205.85
3.207.63
3.3811.8
11.6268
12.512.0
10.720.0
12.020.0
1.000.70
0.021.00
0.560.01
GL28h
690
405S235
300
7.283.35
9.603.51
11.611.4
20211.5
11.712.0
20.012.0
20.00.94
0.540.01
1.000.49
0.01G
L28h6
90405
S23530
207.28
3.359.60
3.5111.6
11.4252
12.011.7
11.120.0
12.020.0
1.000.62
0.011.00
0.490.01
GL28h
790
405S235
100
4.262.96
5.303.13
10.210.1
2599.55
9.3814.0
23.314.0
23.30.97
0.770.02
1.000.72
0.02G
L28h7
90405
S23510
204.26
2.965.30
3.1310.2
10.1307
9.869.13
11.223.3
14.023.3
1.000.83
0.020.97
0.690.02
GL28h
790
405S235
200
5.853.20
7.633.38
10.19.90
2488.87
8.7114.0
23.314.0
23.30.95
0.650.02
1.000.60
0.01G
L28h7
90405
S23520
205.85
3.207.63
3.3810.1
9.90310
9.028.71
11.023.3
14.023.3
1.000.75
0.011.00
0.600.01
GL28h
790
405S235
300
7.283.35
9.603.51
10.09.75
2408.46
8.3614.0
23.314.0
23.30.95
0.580.01
1.000.54
0.01G
L28h7
90405
S23530
207.28
3.359.60
3.5110.0
9.75300
8.508.36
11.523.3
14.023.3
1.000.69
0.011.00
0.540.01
Appendix C, Raw data Uniformly distributed load Beam type 3
C-56
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
v.Ed inst
v.Ed fin
P.preq.Ed inst
q.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
890
405S235
100
4.262.96
5.303.13
8.928.86
2797.39
7.1716.0
26.616.0
26.70.98
0.790.02
1.000.74
0.02G
L28h8
90405
S23510
204.26
2.965.30
3.138.92
8.86307
7.556.67
13.926.7
16.026.7
1.000.83
0.020.91
0.650.02
GL28h
890
405S235
200
5.853.20
7.633.38
8.828.67
2736.82
6.5616.0
26.616.0
26.70.96
0.690.01
1.000.64
0.01G
L28h8
90405
S23520
205.85
3.207.63
3.388.82
8.67341
6.766.56
10.626.7
16.026.7
1.000.79
0.011.00
0.640.01
GL28h
890
405S235
300
7.283.35
9.603.51
8.718.53
2676.43
6.2216.0
26.716.0
26.70.96
0.620.01
1.000.58
0.01G
L28h8
90405
S23530
207.28
3.359.60
3.518.71
8.53334
6.276.22
11.426.7
16.026.7
1.000.74
0.011.00
0.580.01
GL28h
990
405S235
100
4.262.96
5.303.13
7.937.87
2955.89
5.6518.0
29.918.0
30.00.98
0.810.02
1.000.76
0.02G
L28h9
90405
S23510
204.26
2.965.30
3.137.93
7.87307
5.975.06
17.130.0
18.030.0
1.000.83
0.020.86
0.620.02
GL28h
990
405S235
200
5.853.20
7.633.38
7.847.70
2915.38
5.1018.0
30.018.0
30.00.97
0.710.01
1.000.66
0.01G
L28h9
90405
S23520
205.85
3.207.63
3.387.84
7.70364
5.235.11
9.8730.0
18.030.0
1.000.83
0.011.00
0.660.01
GL28h
990
405S235
300
7.283.35
9.603.51
7.747.59
2885.05
4.7918.0
30.018.0
30.00.97
0.650.01
1.000.61
0.01G
L28h9
90405
S23530
207.28
3.359.60
3.517.74
7.59360
4.784.79
10.830.0
18.030.0
1.000.79
0.011.00
0.610.01
GL28h
1090
405S235
100
4.262.96
5.303.13
7.147.09
3074.79
4.5620.0
33.220.0
33.30.99
0.820.02
1.000.77
0.02G
L28h10
90405
S23510
204.26
2.965.30
3.137.14
7.09307
4.793.96
20.033.3
20.033.3
0.990.82
0.020.82
0.600.01
GL28h
1090
405S235
200
5.853.20
7.633.38
7.056.93
3064.36
4.0720.0
33.320.0
33.30.98
0.730.01
1.000.69
0.01G
L28h10
90405
S23520
205.85
3.207.63
3.387.05
6.93370
4.214.00
10.733.3
20.033.3
1.000.84
0.010.97
0.660.01
GL28h
1090
405S235
300
7.283.35
9.603.51
6.976.83
3044.06
3.7920.0
33.320.0
33.30.97
0.680.01
1.000.64
0.01G
L28h10
90405
S23530
207.28
3.359.60
3.516.97
6.83370
3.813.74
11.433.3
20.033.3
1.000.80
0.010.98
0.620.01
GL28h
1190
405S235
100
4.262.96
5.303.13
6.496.44
3073.88
3.6722.0
36.722.0
36.70.96
0.800.02
0.970.75
0.01G
L28h11
90405
S23510
204.26
2.965.30
3.136.49
6.44307
3.883.17
22.036.7
22.036.7
0.960.80
0.020.79
0.580.01
GL28h
1190
405S235
200
5.853.20
7.633.38
6.416.30
3173.59
3.3222.0
36.722.0
36.70.98
0.750.01
1.000.70
0.01G
L28h11
90405
S23520
205.85
3.207.63
3.386.41
6.30370
3.483.19
12.636.7
22.036.7
1.000.84
0.010.93
0.640.01
GL28h
1190
405S235
300
7.283.35
9.603.51
6.336.21
3173.33
3.0622.0
36.622.0
36.70.98
0.700.01
1.000.66
0.01G
L28h11
90405
S23530
207.28
3.359.60
3.516.33
6.21370
3.152.96
13.436.7
22.036.7
1.000.80
0.010.94
0.600.01
GL28h
490
450S235
100
5.163.66
6.403.88
20.019.9
30638.0
36.45.71
8.968.00
13.31.00
0.810.02
1.000.74
0.02G
L28h4
90450
S23510
205.16
3.666.40
3.8820.0
19.9307
38.136.0
5.6910.5
8.0013.3
1.000.81
0.021.00
0.700.02
GL28h
490
450S235
200
7.083.97
9.274.20
19.819.6
21635.3
34.36.88
10.68.00
13.31.00
0.640.02
1.000.55
0.02G
L28h4
90450
S23520
207.08
3.979.27
4.2019.8
19.6269
35.734.3
6.1510.6
8.0013.3
1.000.68
0.021.00
0.550.02
GL28h
490
450S235
300
8.834.17
11.84.38
19.619.3
16734.1
33.67.17
11.08.00
13.31.00
0.530.02
1.000.44
0.01G
L28h4
90450
S23530
208.83
4.1711.8
4.3819.6
19.3208
34.533.6
6.7611.0
8.0013.3
1.000.56
0.021.00
0.440.01
Appendix C, Raw data Uniformly distributed load Beam type 3
C-57
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
v.Ed inst
v.Ed fin
P.preq.Ed inst
q.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
590
450S235
100
5.163.66
6.403.88
16.015.9
30724.4
23.37.54
11.910.0
16.71.00
0.810.02
1.000.75
0.02G
L28h5
90450
S23510
205.16
3.666.40
3.8816.0
15.9307
24.423.1
7.5414.4
10.016.7
1.000.81
0.021.00
0.700.02
GL28h
590
450S235
200
7.083.97
9.274.20
15.915.6
21722.6
21.99.48
14.610.0
16.71.00
0.640.02
1.000.55
0.02G
L28h5
90450
S23520
207.08
3.979.27
4.2015.9
15.6271
22.821.9
8.2914.6
10.016.7
1.000.68
0.021.00
0.550.02
GL28h
590
450S235
300
8.834.17
11.84.38
15.715.4
16621.8
21.510.0
15.310.0
16.71.00
0.530.02
1.000.44
0.01G
L28h5
90450
S23530
208.83
4.1711.8
4.3815.7
15.4207
22.021.5
9.3615.3
10.016.7
1.000.56
0.021.00
0.440.01
GL28h
690
450S235
100
5.163.66
6.403.88
13.313.3
30516.9
16.29.89
15.612.0
20.01.00
0.810.02
1.000.74
0.02G
L28h6
90450
S23510
205.16
3.666.40
3.8813.3
13.3307
16.916.0
9.8019.1
12.020.0
1.000.81
0.021.00
0.700.02
GL28h
690
450S235
200
7.083.97
9.274.20
13.213.0
21415.1
15.212.0
19.612.0
20.00.95
0.610.02
1.000.55
0.02G
L28h6
90450
S23520
207.08
3.979.27
4.2013.2
13.0267
15.915.2
11.119.6
12.020.0
1.000.68
0.021.00
0.550.02
GL28h
690
450S235
300
8.834.17
11.84.38
13.112.8
18414.3
14.912.0
20.012.0
20.00.93
0.510.02
1.000.45
0.01G
L28h6
90450
S23530
208.83
4.1711.8
4.3813.1
12.8230
15.314.9
11.920.0
12.020.0
1.000.58
0.021.00
0.450.01
GL28h
790
450S235
100
5.163.66
6.403.88
11.411.4
30312.4
11.912.7
20.114.0
23.31.00
0.810.02
1.000.74
0.02G
L28h7
90450
S23510
205.16
3.666.40
3.8811.4
11.4307
12.411.4
12.523.3
14.023.3
1.000.81
0.020.96
0.670.02
GL28h
790
450S235
200
7.083.97
9.274.20
11.311.2
24911.2
11.214.0
23.314.0
23.30.95
0.630.02
1.000.58
0.01G
L28h7
90450
S23520
207.08
3.979.27
4.2011.3
11.2311
11.611.2
12.023.3
14.023.3
1.000.72
0.021.00
0.580.01
GL28h
790
450S235
300
8.834.17
11.84.38
11.211.0
23610.7
10.814.0
23.314.0
23.30.94
0.560.01
1.000.50
0.01G
L28h7
90450
S23530
208.83
4.1711.8
4.3811.2
11.0295
11.110.8
12.623.3
14.023.3
1.000.65
0.011.00
0.500.01
GL28h
890
450S235
100
5.163.66
6.403.88
10.010.0
3039.50
9.1115.9
25.116.0
26.71.00
0.810.02
1.000.74
0.02G
L28h8
90450
S23510
205.16
3.666.40
3.8810.0
10.0307
9.518.33
15.626.7
16.026.7
1.000.81
0.020.90
0.630.02
GL28h
890
450S235
200
7.083.97
9.274.20
9.929.78
2808.64
8.4616.0
26.616.0
26.70.96
0.670.02
1.000.61
0.01G
L28h8
90450
S23520
207.08
3.979.27
4.209.92
9.78349
8.818.46
12.226.7
16.026.7
1.000.76
0.011.00
0.610.01
GL28h
890
450S235
300
8.834.17
11.84.38
9.829.63
2718.23
8.1016.0
26.716.0
26.70.95
0.600.01
1.000.55
0.01G
L28h8
90450
S23530
208.83
4.1711.8
4.389.82
9.63339
8.298.10
12.926.6
16.026.7
1.000.70
0.011.00
0.550.01
GL28h
990
450S235
100
5.163.66
6.403.88
8.898.85
3077.38
7.1718.0
30.018.0
30.00.97
0.790.02
1.000.74
0.02G
L28h9
90450
S23510
205.16
3.666.40
3.888.89
8.85307
7.386.31
18.030.0
18.030.0
0.970.79
0.020.85
0.600.02
GL28h
990
450S235
200
7.083.97
9.274.20
8.828.69
3036.86
6.6118.0
29.918.0
30.00.97
0.690.02
1.000.64
0.01G
L28h9
90450
S23520
207.08
3.979.27
4.208.82
8.69378
6.866.61
11.930.0
18.030.0
1.000.80
0.011.00
0.640.01
GL28h
990
450S235
300
8.834.17
11.84.38
8.738.56
2976.49
6.2618.0
30.018.0
30.00.96
0.630.01
1.000.58
0.01G
L28h9
90450
S23530
208.83
4.1711.8
4.388.73
8.56371
6.386.26
12.830.0
18.030.0
1.000.75
0.011.00
0.580.01
Appendix C, Raw data Uniformly distributed load Beam type 3
C-58
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
v.Ed inst
v.Ed fin
P.preq.Ed inst
q.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
1090
450S235
100
5.163.66
6.403.88
8.007.97
3075.82
5.6320.0
33.320.0
33.30.93
0.770.02
0.950.72
0.02G
L28h10
90450
S23510
205.16
3.666.40
3.888.00
7.97307
5.824.93
20.033.3
20.033.3
0.930.77
0.020.80
0.580.02
GL28h
1090
450S235
200
7.083.97
9.274.20
7.947.82
3215.57
5.2920.0
33.320.0
33.30.97
0.720.02
1.000.67
0.01G
L28h10
90450
S23520
207.08
3.979.27
4.207.94
7.82401
5.485.30
11.033.3
20.033.3
1.000.83
0.011.00
0.670.01
GL28h
1090
450S235
300
8.834.17
11.84.38
7.857.70
3175.23
4.9720.0
33.320.0
33.30.97
0.660.01
1.000.61
0.01G
L28h10
90450
S23530
208.83
4.1711.8
4.387.85
7.70396
5.034.97
12.233.3
20.033.3
1.000.78
0.011.00
0.610.01
GL28h
1190
450S235
100
5.163.66
6.403.88
7.277.24
3074.71
4.5322.0
36.722.0
36.70.90
0.740.02
0.920.70
0.02G
L28h11
90450
S23510
205.16
3.666.40
3.887.27
7.24307
4.713.94
22.036.7
22.036.7
0.900.74
0.020.77
0.550.01
GL28h
1190
450S235
200
7.083.97
9.274.20
7.227.11
3354.60
4.3322.0
36.722.0
36.70.98
0.730.01
1.000.68
0.01G
L28h11
90450
S23520
207.08
3.979.27
4.207.22
7.11412
4.494.29
11.036.7
22.036.7
1.000.84
0.010.98
0.670.01
GL28h
1190
450S235
300
8.834.17
11.84.38
7.147.00
3334.30
4.0322.0
36.722.0
36.70.97
0.680.01
1.000.63
0.01G
L28h11
90450
S23530
208.83
4.1711.8
4.387.14
7.00412
4.084.01
11.836.7
22.036.7
1.000.81
0.010.99
0.630.01
GL28h
490
495S235
100
6.124.42
7.584.69
22.122.1
30746.3
44.96.08
9.538.00
13.31.00
0.800.02
1.000.73
0.02G
L28h4
90495
S23510
206.12
4.427.58
4.6922.1
22.1307
46.343.8
6.0810.7
8.0013.3
1.000.80
0.021.00
0.690.02
GL28h
490
495S235
200
8.374.81
11.05.11
22.121.8
25543.6
42.26.50
10.08.00
13.31.00
0.660.02
1.000.57
0.02G
L28h4
90495
S23520
208.37
4.8111.0
5.1122.1
21.8319
44.242.2
5.7210.0
8.0013.3
1.000.71
0.021.00
0.570.02
GL28h
490
495S235
300
10.55.06
14.05.34
21.921.5
19942.0
41.26.82
10.58.00
13.31.00
0.550.02
1.000.46
0.01G
L28h4
90495
S23530
2010.5
5.0614.0
5.3421.9
21.5249
42.541.2
6.3810.5
8.0013.3
1.000.58
0.021.00
0.460.01
GL28h
590
495S235
100
6.124.42
7.584.69
17.717.7
30729.7
28.78.00
12.610.0
16.71.00
0.800.02
1.000.73
0.02G
L28h5
90495
S23510
206.12
4.427.58
4.6917.7
17.7307
29.728.1
8.0014.4
10.016.7
1.000.80
0.021.00
0.690.02
GL28h
590
495S235
200
8.374.81
11.05.11
17.617.4
25527.9
27.08.75
13.510.0
16.71.00
0.660.02
1.000.57
0.02G
L28h5
90495
S23520
208.37
4.8111.0
5.1117.6
17.4318
28.327.0
7.5413.5
10.016.7
1.000.71
0.021.00
0.570.02
GL28h
590
495S235
300
10.55.06
14.05.34
17.517.2
19826.9
26.49.30
14.310.0
16.71.00
0.550.02
1.000.46
0.01G
L28h5
90495
S23530
2010.5
5.0614.0
5.3417.5
17.2248
27.226.4
8.6014.3
10.016.7
1.000.58
0.021.00
0.460.01
GL28h
690
495S235
100
6.124.42
7.584.69
14.814.7
30720.6
19.910.3
16.312.0
20.01.00
0.800.02
1.000.73
0.02G
L28h6
90495
S23510
206.12
4.427.58
4.6914.8
14.7307
20.619.5
10.319.0
12.020.0
1.000.80
0.021.00
0.690.02
GL28h
690
495S235
200
8.374.81
11.05.11
14.714.5
25619.4
18.811.5
17.712.0
20.01.00
0.660.02
1.000.57
0.02G
L28h6
90495
S23520
208.37
4.8111.0
5.1114.7
14.5320
19.618.8
9.6717.7
12.020.0
1.000.71
0.021.00
0.570.02
GL28h
690
495S235
300
10.55.06
14.05.34
14.614.3
19918.3
18.312.0
18.812.0
20.00.98
0.540.02
1.000.46
0.01G
L28h6
90495
S23530
2010.5
5.0614.0
5.3414.6
14.3248
18.918.3
11.318.9
12.020.0
1.000.58
0.021.00
0.460.01
Appendix C, Raw data Uniformly distributed load Beam type 3
C-59
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
v.Ed inst
v.Ed fin
P.preq.Ed inst
q.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
790
495S235
100
6.124.42
7.584.69
12.612.6
30715.1
14.713.1
20.714.0
23.31.00
0.800.02
1.000.73
0.02G
L28h7
90495
S23510
206.12
4.427.58
4.6912.6
12.6307
15.114.0
13.123.3
14.023.3
1.000.80
0.020.97
0.670.02
GL28h
790
495S235
200
8.374.81
11.05.11
12.612.4
25413.8
13.814.0
22.714.0
23.30.96
0.640.02
1.000.57
0.02G
L28h7
90495
S23520
208.37
4.8111.0
5.1112.6
12.4317
14.413.8
12.422.8
14.023.3
1.000.71
0.021.00
0.570.02
GL28h
790
495S235
300
10.55.06
14.05.34
12.512.3
22413.1
13.414.0
23.314.0
23.30.93
0.530.02
1.000.48
0.01G
L28h7
90495
S23530
2010.5
5.0614.0
5.3412.5
12.3279
13.913.4
13.523.3
14.023.3
1.000.61
0.021.00
0.480.01
GL28h
890
495S235
100
6.124.42
7.584.69
11.111.1
30711.5
11.216.0
25.716.0
26.70.99
0.790.02
1.000.73
0.02G
L28h8
90495
S23510
206.12
4.427.58
4.6911.1
11.1307
11.510.2
16.026.7
16.026.7
0.990.79
0.020.90
0.630.02
GL28h
890
495S235
200
8.374.81
11.05.11
11.010.9
28110.6
10.516.0
26.716.0
26.70.95
0.650.02
1.000.60
0.02G
L28h8
90495
S23520
208.37
4.8111.0
5.1111.0
10.9352
11.010.5
13.426.6
16.026.7
1.000.74
0.021.00
0.600.02
GL28h
890
495S235
300
10.55.06
14.05.34
10.910.7
26910.2
10.216.0
26.616.0
26.70.94
0.570.02
1.000.52
0.01G
L28h8
90495
S23530
2010.5
5.0614.0
5.3410.9
10.7336
10.510.2
14.126.6
16.026.7
1.000.67
0.011.00
0.520.01
GL28h
990
495S235
100
6.124.42
7.584.69
9.849.83
3078.81
8.6818.0
30.018.0
30.00.94
0.760.02
0.970.71
0.02G
L28h9
90495
S23510
206.12
4.427.58
4.699.84
9.83307
8.817.69
18.030.0
18.030.0
0.940.76
0.020.85
0.600.02
GL28h
990
495S235
200
8.374.81
11.05.11
9.809.68
3108.45
8.2818.0
30.018.0
30.00.96
0.680.02
1.000.62
0.01G
L28h9
90495
S23520
208.37
4.8111.0
5.119.80
9.68388
8.668.28
13.429.9
18.030.0
1.000.77
0.011.00
0.630.01
GL28h
990
495S235
300
10.55.06
14.05.34
9.719.54
3018.05
7.9118.0
30.018.0
30.00.95
0.610.01
1.000.56
0.01G
L28h9
90495
S23530
2010.5
5.0614.0
5.349.71
9.54376
8.167.91
14.330.0
18.030.0
1.000.71
0.011.00
0.560.01
GL28h
1090
495S235
100
6.124.42
7.584.69
8.858.84
3076.94
6.8120.0
33.320.0
33.30.90
0.730.02
0.930.69
0.02G
L28h10
90495
S23510
206.12
4.427.58
4.698.85
8.84307
6.946.00
20.033.3
20.033.3
0.900.73
0.020.80
0.570.02
GL28h
1090
495S235
200
8.374.81
11.05.11
8.828.71
3326.89
6.6520.0
33.320.0
33.30.97
0.700.02
1.000.65
0.01G
L28h10
90495
S23520
208.37
4.8111.0
5.118.82
8.71415
6.956.65
13.133.3
20.033.3
1.000.80
0.011.00
0.650.01
GL28h
1090
495S235
300
10.55.06
14.05.34
8.748.58
3266.53
6.3120.0
33.320.0
33.30.96
0.640.01
1.000.59
0.01G
L28h10
90495
S23530
2010.5
5.0614.0
5.348.74
8.58408
6.476.30
14.033.3
20.033.3
1.000.75
0.011.00
0.590.01
GL28h
1190
495S235
100
6.124.42
7.584.69
8.058.04
3075.60
5.4622.0
36.722.0
36.70.87
0.710.02
0.890.66
0.02G
L28h11
90495
S23510
206.12
4.427.58
4.698.05
8.04307
5.604.79
22.036.7
22.036.7
0.870.71
0.020.76
0.540.02
GL28h
1190
495S235
200
8.374.81
11.05.11
8.027.92
3505.72
5.4622.0
36.722.0
36.70.97
0.720.02
1.000.67
0.01G
L28h11
90495
S23520
208.37
4.8111.0
5.118.02
7.92438
5.695.46
12.236.6
22.036.7
1.000.83
0.011.00
0.670.01
GL28h
1190
495S235
300
10.55.06
14.05.34
7.957.80
3465.39
5.1322.0
36.622.0
36.70.97
0.660.01
1.000.61
0.01G
L28h11
90495
S23530
2010.5
5.0614.0
5.347.95
7.80432
5.255.13
13.536.7
22.036.7
1.000.78
0.011.00
0.610.01
Appendix C, Raw data Uniformly distributed load Beam type 3
C-60
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
v.Ed inst
v.Ed fin
P.preq.Ed inst
q.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
4115
225S235
100
1.731.11
2.091.15
11.711.4
1999.20
8.848.00
13.38.00
13.30.97
0.750.01
1.000.71
0.01G
L28h4
115225
S23510
201.73
1.112.09
1.1511.7
11.4248
8.868.83
5.1913.3
8.0013.3
1.000.84
0.011.00
0.710.01
GL28h
4115
225S235
200
2.271.17
2.751.20
11.311.0
1938.33
8.068.00
13.38.00
13.30.96
0.660.01
1.000.63
0.01G
L28h4
115225
S23520
202.27
1.172.75
1.2011.3
11.0242
7.768.06
5.6513.3
8.0013.3
1.000.78
0.011.00
0.630.01
GL28h
4115
225S235
300
2.681.21
3.221.24
11.211.0
1907.93
7.788.00
13.38.00
13.30.96
0.610.01
1.000.59
0.01G
L28h4
115225
S23530
202.68
1.213.22
1.2411.2
11.0238
7.207.78
5.8913.3
8.0013.3
1.000.74
0.011.00
0.590.01
GL28h
5115
225S235
100
1.731.11
2.091.15
9.339.09
2225.80
5.4310.0
16.610.0
16.70.98
0.790.01
1.000.75
0.01G
L28h5
115225
S23510
201.73
1.112.09
1.159.33
9.09263
5.515.28
5.8416.7
10.016.7
1.000.87
0.010.95
0.710.01
GL28h
5115
225S235
200
2.271.17
2.751.20
9.048.82
2205.12
4.7910.0
16.610.0
16.70.97
0.720.01
1.000.69
0.01G
L28h5
115225
S23520
202.27
1.172.75
1.209.04
8.82263
4.644.71
6.1816.7
10.016.7
1.000.82
0.010.96
0.650.01
GL28h
5115
225S235
300
2.681.21
3.221.24
8.958.82
2184.76
4.5110.0
16.710.0
16.70.97
0.680.01
1.000.65
0.01G
L28h5
115225
S23530
202.68
1.213.22
1.248.95
8.82263
4.154.46
6.3216.7
10.016.7
1.000.80
0.010.97
0.620.01
GL28h
6115
225S235
100
1.731.11
2.091.15
7.777.58
2373.97
3.6412.0
19.912.0
20.00.99
0.820.01
1.000.78
0.01G
L28h6
115225
S23510
201.73
1.112.09
1.157.77
7.58263
3.823.41
8.0420.0
12.020.0
1.000.87
0.010.88
0.670.01
GL28h
6115
225S235
200
2.271.17
2.751.20
7.537.35
2373.44
3.1312.0
19.912.0
20.00.98
0.760.01
1.000.73
0.01G
L28h6
115225
S23520
202.27
1.172.75
1.207.53
7.35263
3.222.97
8.5820.0
12.020.0
1.000.82
0.010.89
0.620.01
GL28h
6115
225S235
300
2.681.21
3.221.24
7.467.35
2363.14
2.9012.0
20.012.0
20.00.98
0.720.01
1.000.70
0.00G
L28h6
115225
S23530
202.68
1.213.22
1.247.46
7.35263
2.882.78
8.8220.0
12.020.0
1.000.80
0.010.89
0.590.00
GL28h
7115
225S235
100
1.731.11
2.091.15
6.666.50
2472.88
2.6114.0
23.314.0
23.30.99
0.840.01
1.000.80
0.01G
L28h7
115225
S23510
201.73
1.112.09
1.156.66
6.50263
2.812.36
10.623.3
14.023.3
1.000.87
0.010.83
0.640.01
GL28h
7115
225S235
200
2.271.17
2.751.20
6.456.30
2482.45
2.1914.0
23.314.0
23.30.99
0.780.01
1.000.76
0.01G
L28h7
115225
S23520
202.27
1.172.75
1.206.45
6.30263
2.362.02
11.423.3
14.023.3
1.000.82
0.010.83
0.590.01
GL28h
7115
225S235
300
2.681.21
3.221.24
6.396.30
2492.21
2.0014.0
23.314.0
23.30.99
0.760.01
1.000.74
0.00G
L28h7
115225
S23530
202.68
1.213.22
1.246.39
6.30263
2.121.87
11.823.3
14.023.3
1.000.80
0.010.83
0.570.00
GL28h
4115
270S235
100
2.551.65
3.141.72
14.414.1
20514.4
14.38.00
13.38.00
13.30.95
0.710.02
1.000.67
0.01G
L28h4
115270
S23510
202.55
1.653.14
1.7214.4
14.1256
14.714.3
6.4913.3
8.0013.3
1.000.79
0.011.00
0.670.01
GL28h
4115
270S235
200
3.441.75
4.301.81
14.013.7
19213.4
13.48.00
13.38.00
13.30.95
0.600.01
1.000.56
0.01G
L28h4
115270
S23520
203.44
1.754.30
1.8114.0
13.7240
13.513.4
6.9713.3
8.0013.3
1.000.69
0.011.00
0.560.01
GL28h
4115
270S235
300
4.151.81
5.161.87
13.913.6
18413.0
13.18.00
13.38.00
13.30.95
0.530.01
1.000.50
0.01G
L28h4
115270
S23530
204.15
1.815.16
1.8713.9
13.6230
12.913.1
7.1813.3
8.0013.3
1.000.63
0.011.00
0.500.01
Appendix C, Raw data Uniformly distributed load Beam type 3
C-61
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
v.Ed inst
v.Ed fin
P.preq.Ed inst
q.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
5115
270S235
100
2.551.65
3.141.72
11.611.3
2399.27
8.9210.0
16.710.0
16.70.97
0.750.01
1.000.71
0.01G
L28h5
115270
S23510
202.55
1.653.14
1.7211.6
11.3299
9.098.92
6.2116.6
10.016.7
1.000.85
0.011.00
0.710.01
GL28h
5115
270S235
200
3.441.75
4.301.81
11.211.0
2328.41
8.1110.0
16.710.0
16.70.96
0.660.01
1.000.62
0.01G
L28h5
115270
S23520
203.44
1.754.30
1.8111.2
11.0291
8.008.11
6.9516.6
10.016.7
1.000.78
0.011.00
0.620.01
GL28h
5115
270S235
300
4.151.81
5.161.87
11.110.9
2287.96
7.7510.0
16.710.0
16.70.96
0.610.01
1.000.57
0.01G
L28h5
115270
S23530
204.15
1.815.16
1.8711.1
10.9285
7.417.75
7.3416.7
10.016.7
1.000.73
0.011.00
0.570.01
GL28h
6115
270S235
100
2.551.65
3.141.72
9.639.43
2616.42
6.0512.0
20.012.0
20.00.98
0.790.01
1.000.74
0.01G
L28h6
115270
S23510
202.55
1.653.14
1.729.63
9.43309
6.245.88
7.2620.0
12.020.0
1.000.86
0.010.95
0.700.01
GL28h
6115
270S235
200
3.441.75
4.301.81
9.369.15
2585.72
5.3612.0
20.012.0
20.00.97
0.700.01
1.000.67
0.01G
L28h6
115270
S23520
203.44
1.754.30
1.819.36
9.15315
5.275.31
7.0320.0
12.020.0
1.000.82
0.010.98
0.650.01
GL28h
6115
270S235
300
4.151.81
5.161.87
9.249.06
2565.32
5.0312.0
20.012.0
20.00.97
0.660.01
1.000.63
0.01G
L28h6
115270
S23530
204.15
1.815.16
1.879.24
9.06315
4.715.01
7.2220.0
12.020.0
1.000.79
0.010.99
0.620.01
GL28h
7115
270S235
100
2.551.65
3.141.72
8.258.08
2764.69
4.3514.0
23.314.0
23.30.99
0.810.01
1.000.77
0.01G
L28h7
115270
S23510
202.55
1.653.14
1.728.25
8.08315
4.554.12
8.4723.3
14.023.3
1.000.87
0.010.91
0.680.01
GL28h
7115
270S235
200
3.441.75
4.301.81
8.037.84
2764.12
3.7814.0
23.314.0
23.30.98
0.740.01
1.000.70
0.01G
L28h7
115270
S23520
203.44
1.754.30
1.818.03
7.84315
3.873.62
9.2123.3
14.023.3
1.000.82
0.010.91
0.620.01
GL28h
7115
270S235
300
4.151.81
5.161.87
7.927.77
2753.78
3.4914.0
23.314.0
23.30.98
0.700.01
1.000.67
0.01G
L28h7
115270
S23530
204.15
1.815.16
1.877.92
7.77315
3.463.38
9.5123.3
14.023.3
1.000.79
0.010.92
0.590.01
GL28h
8115
270S235
100
2.551.65
3.141.72
7.227.07
2883.58
3.2816.0
26.616.0
26.70.99
0.830.01
1.000.79
0.01G
L28h8
115270
S23510
202.55
1.653.14
1.727.22
7.07315
3.493.02
10.726.7
16.026.7
1.000.87
0.010.86
0.660.01
GL28h
8115
270S235
200
3.441.75
4.301.81
7.026.86
2893.10
2.8016.0
26.616.0
26.70.99
0.770.01
1.000.73
0.01G
L28h8
115270
S23520
203.44
1.754.30
1.817.02
6.86315
2.972.61
11.726.7
16.026.7
1.000.82
0.010.86
0.600.01
GL28h
8115
270S235
300
4.151.81
5.161.87
6.936.80
2892.81
2.5516.0
26.716.0
26.70.98
0.730.01
1.000.70
0.01G
L28h8
115270
S23530
204.15
1.815.16
1.876.93
6.80315
2.652.40
12.226.7
16.026.7
1.000.79
0.010.87
0.570.01
GL28h
4115
315S235
100
3.472.28
4.312.39
17.217.0
20620.6
20.68.00
13.18.00
13.30.96
0.700.02
1.000.64
0.02G
L28h4
115315
S23510
203.47
2.284.31
2.3917.2
17.0257
21.520.6
7.1313.1
8.0013.3
1.000.76
0.021.00
0.640.02
GL28h
4115
315S235
200
4.752.44
6.072.54
16.816.5
17419.2
19.88.00
13.38.00
13.30.93
0.550.01
1.000.50
0.01G
L28h4
115315
S23520
204.75
2.446.07
2.5416.8
16.5218
20.319.8
7.8013.3
8.0013.3
1.000.62
0.011.00
0.500.01
GL28h
4115
315S235
300
5.832.53
7.442.63
16.616.3
15718.8
19.68.00
13.38.00
13.30.93
0.470.01
1.000.43
0.01G
L28h4
115315
S23530
205.83
2.537.44
2.6316.6
16.3196
19.819.6
8.0013.3
8.0013.3
1.000.54
0.011.00
0.430.01
Appendix C, Raw data Uniformly distributed load Beam type 3
C-62
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
v.Ed inst
v.Ed fin
P.preq.Ed inst
q.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
5115
315S235
100
3.472.28
4.312.39
13.813.6
24813.3
13.110.0
16.610.0
16.70.96
0.730.02
1.000.68
0.02G
L28h5
115315
S23510
203.47
2.284.31
2.3913.8
13.6310
13.613.1
7.6716.6
10.016.7
1.000.81
0.021.00
0.680.02
GL28h
5115
315S235
200
4.752.44
6.072.54
13.513.2
23512.4
12.210.0
16.610.0
16.70.95
0.610.01
1.000.57
0.01G
L28h5
115315
S23520
204.75
2.446.07
2.5413.5
13.2293
12.412.2
8.3816.7
10.016.7
1.000.71
0.011.00
0.570.01
GL28h
5115
315S235
300
5.832.53
7.442.63
13.313.0
22611.9
11.810.0
16.710.0
16.70.95
0.550.01
1.000.51
0.01G
L28h5
115315
S23530
205.83
2.537.44
2.6313.3
13.0282
11.811.9
8.6916.7
10.016.7
1.000.65
0.011.00
0.510.01
GL28h
6115
315S235
100
3.472.28
4.312.39
11.511.3
2789.31
8.9912.0
20.012.0
20.00.97
0.760.02
1.000.72
0.01G
L28h6
115315
S23510
203.47
2.284.31
2.3911.5
11.3348
9.288.99
7.3020.0
12.020.0
1.000.85
0.011.00
0.720.01
GL28h
6115
315S235
200
4.752.44
6.072.54
11.211.0
2718.50
8.1812.0
20.012.0
20.00.96
0.660.01
1.000.62
0.01G
L28h6
115315
S23520
204.75
2.446.07
2.5411.2
11.0339
8.218.18
8.2520.0
12.020.0
1.000.78
0.011.00
0.620.01
GL28h
6115
315S235
300
5.832.53
7.442.63
11.110.8
2668.03
7.7812.0
20.012.0
20.00.96
0.610.01
1.000.57
0.01G
L28h6
115315
S23530
205.83
2.537.44
2.6311.1
10.8332
7.607.78
8.7620.0
12.020.0
1.000.73
0.011.00
0.570.01
GL28h
7115
315S235
100
3.472.28
4.312.39
9.859.69
3006.87
6.5114.0
23.314.0
23.30.98
0.790.02
1.000.74
0.01G
L28h7
115315
S23510
203.47
2.284.31
2.399.85
9.69347
6.826.24
9.5123.3
14.023.3
1.000.85
0.010.93
0.680.01
GL28h
7115
315S235
200
4.752.44
6.072.54
9.639.42
2966.17
5.8114.0
23.314.0
23.30.97
0.700.01
1.000.66
0.01G
L28h7
115315
S23520
204.75
2.446.07
2.549.63
9.42368
5.785.80
7.7223.3
14.023.3
1.000.82
0.011.00
0.650.01
GL28h
7115
315S235
300
5.832.53
7.442.63
9.499.29
2935.75
5.4414.0
23.314.0
23.30.97
0.650.01
1.000.61
0.01G
L28h7
115315
S23530
205.83
2.537.44
2.639.49
9.29366
5.205.44
8.1923.3
14.023.3
1.000.79
0.011.00
0.610.01
GL28h
8115
315S235
100
3.472.28
4.312.39
8.628.48
3155.25
4.9316.0
26.716.0
26.70.99
0.810.01
1.000.76
0.01G
L28h8
115315
S23510
203.47
2.284.31
2.398.62
8.48354
5.204.61
10.926.7
16.026.7
1.000.86
0.010.90
0.670.01
GL28h
8115
315S235
200
4.752.44
6.072.54
8.428.24
3144.67
4.3216.0
26.716.0
26.70.98
0.730.01
1.000.69
0.01G
L28h8
115315
S23520
204.75
2.446.07
2.548.42
8.24368
4.424.18
9.7026.7
16.026.7
1.000.82
0.010.94
0.630.01
GL28h
8115
315S235
300
5.832.53
7.442.63
8.308.13
3134.31
3.9916.0
26.716.0
26.70.98
0.690.01
1.000.65
0.01G
L28h8
115315
S23530
205.83
2.537.44
2.638.30
8.13368
3.963.90
10.126.7
16.026.7
1.000.80
0.010.94
0.600.01
GL28h
9115
315S235
100
3.472.28
4.312.39
7.667.54
3274.15
3.8518.0
30.018.0
30.00.99
0.820.01
1.000.78
0.01G
L28h9
115315
S23510
203.47
2.284.31
2.397.66
7.54363
4.083.56
11.630.0
18.030.0
1.000.87
0.010.88
0.660.01
GL28h
9115
315S235
200
4.752.44
6.072.54
7.497.32
3283.65
3.3318.0
30.018.0
30.00.98
0.750.01
1.000.71
0.01G
L28h9
115315
S23520
204.75
2.446.07
2.547.49
7.32368
3.493.14
11.930.0
18.030.0
1.000.82
0.010.89
0.610.01
GL28h
9115
315S235
300
5.832.53
7.442.63
7.387.23
3283.34
3.0418.0
30.018.0
30.00.98
0.710.01
1.000.68
0.01G
L28h9
115315
S23530
205.83
2.537.44
2.637.38
7.23368
3.132.90
12.530.0
18.030.0
1.000.80
0.010.90
0.580.01
Appendix C, Raw data Uniformly distributed load Beam type 3
C-63
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
v.Ed inst
v.Ed fin
P.preq.Ed inst
q.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
4115
360S235
100
4.483.00
5.593.16
20.019.8
26129.0
27.97.28
11.38.00
13.31.00
0.750.02
1.000.67
0.02G
L28h4
115360
S23510
204.48
3.005.59
3.1620.0
19.8326
29.327.9
5.8411.3
8.0013.3
1.000.80
0.021.00
0.670.02
GL28h
4115
360S235
200
6.183.23
8.013.39
19.719.3
17826.7
26.78.00
12.68.00
13.30.98
0.570.02
1.000.49
0.01G
L28h4
115360
S23520
206.18
3.238.01
3.3919.7
19.3223
27.526.7
7.5912.6
8.0013.3
1.000.61
0.021.00
0.490.01
GL28h
4115
360S235
300
7.663.37
9.963.51
19.419.0
13525.7
26.58.00
12.88.00
13.30.96
0.460.01
1.000.39
0.01G
L28h4
115360
S23530
207.66
3.379.96
3.5119.4
19.0168
26.726.5
8.0012.8
8.0013.3
1.000.49
0.011.00
0.390.01
GL28h
5115
360S235
100
4.483.00
5.593.16
16.015.8
26018.2
17.910.0
16.110.0
16.70.97
0.730.02
1.000.67
0.02G
L28h5
115360
S23510
204.48
3.005.59
3.1616.0
15.8325
18.717.9
8.1416.1
10.016.7
1.000.80
0.021.00
0.670.02
GL28h
5115
360S235
200
6.183.23
8.013.39
15.715.4
22516.7
17.010.0
16.710.0
16.70.94
0.580.02
1.000.53
0.01G
L28h5
115360
S23520
206.18
3.238.01
3.3915.7
15.4281
17.517.0
9.3416.7
10.016.7
1.000.66
0.021.00
0.530.01
GL28h
5115
360S235
300
7.663.37
9.963.51
15.515.2
20916.2
16.610.0
16.710.0
16.70.94
0.500.01
1.000.45
0.01G
L28h5
115360
S23530
207.66
3.379.96
3.5115.5
15.2261
16.916.6
9.6216.7
10.016.7
1.000.58
0.011.00
0.450.01
GL28h
6115
360S235
100
4.483.00
5.593.16
13.313.2
28912.6
12.412.0
20.012.0
20.00.96
0.740.02
1.000.70
0.02G
L28h6
115360
S23510
204.48
3.005.59
3.1613.3
13.2362
13.012.4
8.7920.0
12.020.0
1.000.83
0.021.00
0.700.02
GL28h
6115
360S235
200
6.183.23
8.013.39
13.112.8
27611.7
11.512.0
20.012.0
20.00.95
0.630.01
1.000.58
0.01G
L28h6
115360
S23520
206.18
3.238.01
3.3913.1
12.8345
11.811.5
9.7020.0
12.020.0
1.000.73
0.011.00
0.580.01
GL28h
6115
360S235
300
7.663.37
9.963.51
12.912.7
26611.2
11.112.0
20.012.0
20.00.95
0.560.01
1.000.52
0.01G
L28h6
115360
S23530
207.66
3.379.96
3.5112.9
12.7332
11.211.1
10.220.0
12.020.0
1.000.66
0.011.00
0.520.01
GL28h
7115
360S235
100
4.483.00
5.593.16
11.411.3
3179.36
9.0514.0
23.314.0
23.30.97
0.770.02
1.000.72
0.02G
L28h7
115360
S23510
204.48
3.005.59
3.1611.4
11.3397
9.439.05
8.3123.3
14.023.3
1.000.86
0.011.00
0.720.02
GL28h
7115
360S235
200
6.183.23
8.013.39
11.211.0
3098.56
8.2514.0
23.314.0
23.30.96
0.670.01
1.000.62
0.01G
L28h7
115360
S23520
206.18
3.238.01
3.3911.2
11.0387
8.398.25
9.5123.3
14.023.3
1.000.78
0.011.00
0.620.01
GL28h
7115
360S235
300
7.663.37
9.963.51
11.110.8
3038.09
7.8314.0
23.314.0
23.30.96
0.610.01
1.000.57
0.01G
L28h7
115360
S23530
207.66
3.379.96
3.5111.1
10.8379
7.777.83
10.123.3
14.023.3
1.000.73
0.011.00
0.570.01
GL28h
8115
360S235
100
4.483.00
5.593.16
10.09.89
3387.21
6.8816.0
26.616.0
26.70.98
0.790.02
1.000.74
0.01G
L28h8
115360
S23510
204.48
3.005.59
3.1610.0
9.89382
7.256.48
12.026.7
16.026.7
1.000.84
0.010.92
0.660.01
GL28h
8115
360S235
200
6.183.23
8.013.39
9.839.64
3346.53
6.1716.0
26.616.0
26.70.97
0.700.01
1.000.65
0.01G
L28h8
115360
S23520
206.18
3.238.01
3.399.83
9.64417
6.226.17
8.8126.7
16.026.7
1.000.82
0.011.00
0.650.01
GL28h
8115
360S235
300
7.663.37
9.963.51
9.709.49
3306.10
5.7816.0
26.716.0
26.70.97
0.650.01
1.000.61
0.01G
L28h8
115360
S23530
207.66
3.379.96
3.519.70
9.49413
5.645.78
9.5426.6
16.026.7
1.000.78
0.011.00
0.610.01
Appendix C, Raw data Uniformly distributed load Beam type 3
C-64
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
v.Ed inst
v.Ed fin
P.preq.Ed inst
q.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
9115
360S235
100
4.483.00
5.593.16
8.908.79
3545.71
5.3918.0
29.918.0
30.00.99
0.810.02
1.000.76
0.01G
L28h9
115360
S23510
204.48
3.005.59
3.168.90
8.79390
5.724.99
13.630.0
18.030.0
1.000.85
0.010.89
0.650.01
GL28h
9115
360S235
200
6.183.23
8.013.39
8.748.57
3525.12
4.7718.0
30.018.0
30.00.98
0.720.01
1.000.68
0.01G
L28h9
115360
S23520
206.18
3.238.01
3.398.74
8.57421
4.894.66
10.230.0
18.030.0
1.000.83
0.010.96
0.640.01
GL28h
9115
360S235
300
7.663.37
9.963.51
8.628.44
3504.75
4.4218.0
30.018.0
30.00.97
0.680.01
1.000.64
0.01G
L28h9
115360
S23530
207.66
3.379.96
3.518.62
8.44421
4.404.34
10.730.0
18.030.0
1.000.80
0.010.96
0.600.01
GL28h
4115
405S235
100
5.583.81
6.974.03
22.822.6
32038.0
36.56.43
10.08.00
13.31.00
0.780.02
1.000.70
0.02G
L28h4
115405
S23510
205.58
3.816.97
4.0322.8
22.6400
38.436.5
4.9110.0
8.0013.3
1.000.83
0.021.00
0.700.02
GL28h
4115
405S235
200
7.714.12
10.14.34
22.522.1
22235.4
34.67.45
11.48.00
13.31.00
0.600.02
1.000.51
0.01G
L28h4
115405
S23520
207.71
4.1210.1
4.3422.5
22.1277
35.834.6
6.8011.5
8.0013.3
1.000.64
0.021.00
0.510.01
GL28h
4115
405S235
300
9.614.31
12.74.51
22.221.8
16934.5
34.27.67
11.88.00
13.31.00
0.490.02
1.000.41
0.01G
L28h4
115405
S23530
209.61
4.3112.7
4.5122.2
21.8211
34.834.2
7.3211.8
8.0013.3
1.000.52
0.021.00
0.410.01
GL28h
5115
405S235
100
5.583.81
6.974.03
18.218.1
32024.3
23.38.87
13.910.0
16.71.00
0.780.02
1.000.70
0.02G
L28h5
115405
S23510
205.58
3.816.97
4.0318.2
18.1400
24.523.3
6.4913.9
10.016.7
1.000.83
0.021.00
0.700.02
GL28h
5115
405S235
200
7.714.12
10.14.34
18.017.7
22121.8
22.210.0
16.210.0
16.70.95
0.580.02
1.000.51
0.01G
L28h5
115405
S23520
207.71
4.1210.1
4.3418.0
17.7276
22.922.2
9.5416.2
10.016.7
1.000.64
0.021.00
0.510.01
GL28h
5115
405S235
300
9.614.31
12.74.51
17.817.4
17220.7
21.910.0
16.710.0
16.70.93
0.460.01
1.000.41
0.01G
L28h5
115405
S23530
209.61
4.3112.7
4.5117.8
17.4215
21.821.9
10.016.7
10.016.7
0.980.51
0.011.00
0.410.01
GL28h
6115
405S235
100
5.583.81
6.974.03
15.215.1
31816.9
16.211.9
18.712.0
20.01.00
0.770.02
1.000.70
0.02G
L28h6
115405
S23510
205.58
3.816.97
4.0315.2
15.1397
17.016.2
8.5618.7
12.020.0
1.000.83
0.021.00
0.700.02
GL28h
6115
405S235
200
7.714.12
10.14.34
15.014.7
27215.2
15.312.0
20.012.0
20.00.94
0.600.02
1.000.55
0.01G
L28h6
115405
S23520
207.71
4.1210.1
4.3415.0
14.7339
15.915.3
10.820.0
12.020.0
1.000.69
0.021.00
0.550.01
GL28h
6115
405S235
300
9.614.31
12.74.51
14.814.5
25514.6
14.912.0
20.012.0
20.00.94
0.520.01
1.000.48
0.01G
L28h6
115405
S23530
209.61
4.3112.7
4.5114.8
14.5319
15.214.9
11.220.0
12.020.0
1.000.61
0.011.00
0.480.01
GL28h
7115
405S235
100
5.583.81
6.974.03
13.012.9
33012.1
11.914.0
23.314.0
23.30.97
0.760.02
1.000.71
0.02G
L28h7
115405
S23510
205.58
3.816.97
4.0313.0
12.9412
12.511.9
9.9123.3
14.023.3
1.000.84
0.021.00
0.710.02
GL28h
7115
405S235
200
7.714.12
10.14.34
12.912.6
31611.3
11.114.0
23.314.0
23.30.95
0.640.02
1.000.59
0.01G
L28h7
115405
S23520
207.71
4.1210.1
4.3412.9
12.6395
11.411.1
11.023.3
14.023.3
1.000.74
0.011.00
0.590.01
GL28h
7115
405S235
300
9.614.31
12.74.51
12.712.4
30510.7
10.614.0
23.314.0
23.30.95
0.570.01
1.000.53
0.01G
L28h7
115405
S23530
209.61
4.3112.7
4.5112.7
12.4382
10.810.6
11.623.3
14.023.3
1.000.68
0.011.00
0.530.01
Appendix C, Raw data Uniformly distributed load Beam type 3
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
v.Ed inst
v.Ed fin
P.preq.Ed inst
q.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
8115
405S235
100
5.583.81
6.974.03
11.411.3
3569.39
9.1016.0
26.616.0
26.70.97
0.780.02
1.000.73
0.02G
L28h8
115405
S23510
205.58
3.816.97
4.0311.4
11.3418
9.588.78
11.826.7
16.026.7
1.000.84
0.020.95
0.690.02
GL28h
8115
405S235
200
7.714.12
10.14.34
11.211.0
3488.64
8.3216.0
26.616.0
26.70.96
0.680.01
1.000.63
0.01G
L28h8
115405
S23520
207.71
4.1210.1
4.3411.2
11.0434
8.558.32
10.826.7
16.026.7
1.000.78
0.011.00
0.630.01
GL28h
8115
405S235
300
9.614.31
12.74.51
11.110.9
3418.16
7.8816.0
26.616.0
26.70.96
0.610.01
1.000.57
0.01G
L28h8
115405
S23530
209.61
4.3112.7
4.5111.1
10.9426
7.927.89
11.526.7
16.026.7
1.000.73
0.011.00
0.570.01
GL28h
9115
405S235
100
5.583.81
6.974.03
10.110.0
3767.47
7.1618.0
30.018.0
30.00.98
0.800.02
1.000.75
0.02G
L28h9
115405
S23510
205.58
3.816.97
4.0310.1
10.0415
7.576.65
14.730.0
18.030.0
1.000.84
0.020.90
0.650.01
GL28h
9115
405S235
200
7.714.12
10.14.34
10.09.82
3726.82
6.4618.0
29.918.0
30.00.97
0.700.01
1.000.66
0.01G
L28h9
115405
S23520
207.71
4.1210.1
4.3410.0
9.82464
6.606.46
10.130.0
18.030.0
1.000.82
0.011.00
0.650.01
GL28h
9115
405S235
300
9.614.31
12.74.51
9.879.67
3676.38
6.0618.0
30.018.0
30.00.97
0.650.01
1.000.60
0.01G
L28h9
115405
S23530
209.61
4.3112.7
4.519.87
9.67459
6.026.06
11.030.0
18.030.0
1.000.78
0.011.00
0.600.01
GL28h
4115
450S235
100
6.754.71
8.434.99
25.525.4
38248.3
46.35.84
9.138.00
13.31.00
0.800.02
1.000.73
0.02G
L28h4
115450
S23510
206.75
4.718.43
4.9925.5
25.4418
48.646.1
5.2910.1
8.0013.3
1.000.82
0.021.00
0.700.02
GL28h
4115
450S235
200
9.335.11
12.35.41
25.324.9
26644.8
43.66.94
10.78.00
13.31.00
0.620.02
1.000.53
0.02G
L28h4
115450
S23520
209.33
5.1112.3
5.4125.3
24.9333
45.343.6
6.2510.7
8.0013.3
1.000.66
0.021.00
0.530.02
GL28h
4115
450S235
300
11.75.36
15.65.63
25.024.5
20543.4
42.87.19
11.08.00
13.31.00
0.510.02
1.000.42
0.01G
L28h4
115450
S23530
2011.7
5.3615.6
5.6325.0
24.5257
43.842.8
6.8011.0
8.0013.3
1.000.54
0.021.00
0.420.01
GL28h
5115
450S235
100
6.754.71
8.434.99
20.420.3
38330.9
29.67.75
12.210.0
16.71.00
0.800.02
1.000.73
0.02G
L28h5
115450
S23510
206.75
4.718.43
4.9920.4
20.3418
31.129.5
6.9113.7
10.016.7
1.000.82
0.021.00
0.700.02
GL28h
5115
450S235
200
9.335.11
12.35.41
20.319.9
26528.7
27.99.62
14.810.0
16.71.00
0.620.02
1.000.53
0.02G
L28h5
115450
S23520
209.33
5.1112.3
5.4120.3
19.9331
29.027.9
8.5414.8
10.016.7
1.000.66
0.021.00
0.530.02
GL28h
5115
450S235
300
11.75.36
15.65.63
20.019.6
20427.7
27.410.0
15.410.0
16.71.00
0.510.02
1.000.42
0.01G
L28h5
115450
S23530
2011.7
5.3615.6
5.6320.0
19.6255
28.127.4
9.4415.4
10.016.7
1.000.54
0.021.00
0.420.01
GL28h
6115
450S235
100
6.754.71
8.434.99
17.016.9
38021.4
20.610.2
16.112.0
20.01.00
0.800.02
1.000.73
0.02G
L28h6
115450
S23510
206.75
4.718.43
4.9917.0
16.9418
21.620.5
8.8918.2
12.020.0
1.000.82
0.021.00
0.700.02
GL28h
6115
450S235
200
9.335.11
12.35.41
16.916.6
26719.1
19.412.0
19.712.0
20.00.95
0.590.02
1.000.53
0.02G
L28h6
115450
S23520
209.33
5.1112.3
5.4116.9
16.6333
20.219.4
11.319.7
12.020.0
1.000.66
0.021.00
0.530.02
GL28h
6115
450S235
300
11.75.36
15.65.63
16.716.4
23118.3
19.012.0
20.012.0
20.00.93
0.490.02
1.000.44
0.01G
L28h6
115450
S23530
2011.7
5.3615.6
5.6316.7
16.4288
19.519.0
12.020.0
12.020.0
1.000.56
0.021.00
0.440.01
Appendix C, Raw data Uniformly distributed load Beam type 3
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
v.Ed inst
v.Ed fin
P.preq.Ed inst
q.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
7115
450S235
100
6.754.71
8.434.99
14.614.5
38215.8
15.112.9
20.414.0
23.31.00
0.800.02
1.000.73
0.02G
L28h7
115450
S23510
206.75
4.718.43
4.9914.6
14.5418
15.915.0
11.223.3
14.023.3
1.000.82
0.021.00
0.700.02
GL28h
7115
450S235
200
9.335.11
12.35.41
14.514.2
31514.2
14.214.0
23.314.0
23.30.95
0.620.02
1.000.57
0.01G
L28h7
115450
S23520
209.33
5.1112.3
5.4114.5
14.2394
14.814.2
12.223.3
14.023.3
1.000.71
0.021.00
0.570.01
GL28h
7115
450S235
300
11.75.36
15.65.63
14.314.0
29913.6
13.714.0
23.314.0
23.30.94
0.540.01
1.000.49
0.01G
L28h7
115450
S23530
2011.7
5.3615.6
5.6314.3
14.0373
14.113.7
12.723.3
14.023.3
1.000.63
0.011.00
0.490.01
GL28h
8115
450S235
100
6.754.71
8.434.99
12.812.7
37811.9
11.616.0
25.916.0
26.70.99
0.790.02
1.000.73
0.02G
L28h8
115450
S23510
206.75
4.718.43
4.9912.8
12.7418
12.211.0
13.926.7
16.026.7
1.000.82
0.020.94
0.660.02
GL28h
8115
450S235
200
9.335.11
12.35.41
12.712.5
35611.0
10.716.0
26.616.0
26.70.96
0.660.02
1.000.60
0.01G
L28h8
115450
S23520
209.33
5.1112.3
5.4112.7
12.5444
11.210.7
12.326.7
16.026.7
1.000.75
0.011.00
0.600.01
GL28h
8115
450S235
300
11.75.36
15.65.63
12.512.3
34410.4
10.316.0
26.716.0
26.70.95
0.580.01
1.000.54
0.01G
L28h8
115450
S23530
2011.7
5.3615.6
5.6312.5
12.3430
10.510.3
13.026.7
16.026.7
1.000.69
0.011.00
0.540.01
GL28h
9115
450S235
100
6.754.71
8.434.99
11.411.3
3949.41
9.1418.0
30.018.0
30.00.98
0.790.02
1.000.74
0.02G
L28h9
115450
S23510
206.75
4.718.43
4.9911.4
11.3418
9.618.32
17.030.0
18.030.0
1.000.82
0.020.89
0.630.02
GL28h
9115
450S235
200
9.335.11
12.35.41
11.311.1
3868.70
8.3818.0
30.018.0
30.00.97
0.680.02
1.000.63
0.01G
L28h9
115450
S23520
209.33
5.1112.3
5.4111.3
11.1482
8.688.38
12.030.0
18.030.0
1.000.79
0.011.00
0.630.01
GL28h
9115
450S235
300
11.75.36
15.65.63
11.110.9
3788.22
7.9418.0
30.018.0
30.00.96
0.620.01
1.000.57
0.01G
L28h9
115450
S23530
2011.7
5.3615.6
5.6311.1
10.9472
8.067.94
12.930.0
18.030.0
1.000.74
0.011.00
0.570.01
GL28h
4115
495S235
100
8.015.69
9.976.04
28.328.2
41859.5
57.25.78
9.058.00
13.31.00
0.810.02
1.000.74
0.02G
L28h4
115495
S23510
208.01
5.699.97
6.0428.3
28.2418
59.556.3
5.7810.4
8.0013.3
1.000.81
0.021.00
0.690.02
GL28h
4115
495S235
200
11.06.20
14.56.57
28.227.8
31555.4
53.76.56
10.18.00
13.31.00
0.640.02
1.000.56
0.02G
L28h4
115495
S23520
2011.0
6.2014.5
6.5728.2
27.8393
56.153.7
5.8510.1
8.0013.3
1.000.69
0.021.00
0.560.02
GL28h
4115
495S235
300
13.86.51
18.66.86
27.927.4
24553.4
52.56.84
10.58.00
13.31.00
0.530.02
1.000.44
0.01G
L28h4
115495
S23530
2013.8
6.5118.6
6.8627.9
27.4306
54.052.5
6.4410.5
8.0013.3
1.000.57
0.021.00
0.440.01
GL28h
5115
495S235
100
8.015.69
9.976.04
22.622.6
41838.1
36.67.52
11.810.0
16.71.00
0.810.02
1.000.74
0.02G
L28h5
115495
S23510
208.01
5.699.97
6.0422.6
22.6418
38.136.0
7.5213.9
10.016.7
1.000.81
0.021.00
0.690.02
GL28h
5115
495S235
200
11.06.20
14.56.57
22.522.2
31435.4
34.48.87
13.610.0
16.71.00
0.640.02
1.000.55
0.02G
L28h5
115495
S23520
2011.0
6.2014.5
6.5722.5
22.2392
35.934.4
7.7413.7
10.016.7
1.000.69
0.021.00
0.550.02
GL28h
5115
495S235
300
13.86.51
18.66.86
22.321.9
24534.2
33.69.33
14.310.0
16.71.00
0.530.02
1.000.44
0.01G
L28h5
115495
S23530
2013.8
6.5118.6
6.8622.3
21.9307
34.633.6
8.6814.3
10.016.7
1.000.57
0.021.00
0.440.01
Appendix C, Raw data Uniformly distributed load Beam type 3
C-67
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Beam
gradeL
bh
Steel grade
tsRed
W.b
instW
.t inst
W.b
finW
.t fin
v.Ed inst
v.Ed fin
P.preq.Ed inst
q.Ed fin
ω
instω
fin
ω inst
max
ω fin
max
E.T inst
E.B inst
E.R inst
E.T fin
E.B fin
E.R fin
UN
IT:m
mm
mm
mm
% m
m³
E+6 m
m³
E+6 m
m³
E+6 m
m³
E+6kN
kNkN
kNkN
mm
mm
mm
mm
Stress checks =< 1
Input: bs = b - 20mm
GL28h
6115
495S235
100
8.015.69
9.976.04
18.918.8
41826.5
25.49.65
15.212.0
20.01.00
0.810.02
1.000.74
0.02G
L28h6
115495
S23510
208.01
5.699.97
6.0418.9
18.8418
26.525.0
9.6518.3
12.020.0
1.000.81
0.021.00
0.690.02
GL28h
6115
495S235
200
11.06.20
14.56.57
18.818.5
31524.6
23.911.7
17.912.0
20.01.00
0.640.02
1.000.56
0.02G
L28h6
115495
S23520
2011.0
6.2014.5
6.5718.8
18.5393
24.923.9
10.017.9
12.020.0
1.000.69
0.021.00
0.560.02
GL28h
6115
495S235
300
13.86.51
18.66.86
18.618.2
24423.2
23.312.0
19.012.0
20.00.97
0.520.02
1.000.44
0.01G
L28h6
115495
S23530
2013.8
6.5118.6
6.8618.6
18.2305
24.023.3
11.519.0
12.020.0
1.000.56
0.021.00
0.440.01
GL28h
7115
495S235
100
8.015.69
9.976.04
16.216.1
41819.4
18.712.2
19.214.0
23.31.00
0.810.02
1.000.74
0.02G
L28h7
115495
S23510
208.01
5.699.97
6.0416.2
16.1418
19.418.3
12.223.3
14.023.3
1.000.81
0.021.00
0.690.02
GL28h
7115
495S235
200
11.06.20
14.56.57
16.115.9
31617.4
17.514.0
23.014.0
23.30.95
0.620.02
1.000.56
0.02G
L28h7
115495
S23520
2011.0
6.2014.5
6.5716.1
15.9395
18.317.5
12.723.0
14.023.3
1.000.69
0.021.00
0.560.02
GL28h
7115
495S235
300
13.86.51
18.66.86
15.915.6
28216.6
17.114.0
23.314.0
23.30.93
0.520.02
1.000.47
0.01G
L28h7
115495
S23530
2013.8
6.5118.6
6.8615.9
15.6352
17.617.1
13.623.3
14.023.3
1.000.60
0.021.00
0.470.01
GL28h
8115
495S235
100
8.015.69
9.976.04
14.114.1
41814.9
14.315.1
23.816.0
26.71.00
0.810.02
1.000.74
0.02G
L28h8
115495
S23510
208.01
5.699.97
6.0414.1
14.1418
14.913.4
15.126.7
16.026.7
1.000.81
0.020.93
0.650.02
GL28h
8115
495S235
200
11.06.20
14.56.57
14.113.9
35713.4
13.416.0
26.716.0
26.70.95
0.640.02
1.000.59
0.01G
L28h8
115495
S23520
2011.0
6.2014.5
6.5714.1
13.9447
14.013.4
13.526.6
16.026.7
1.000.73
0.021.00
0.590.01
GL28h
8115
495S235
300
13.86.51
18.66.86
13.913.7
34112.9
12.916.0
26.616.0
26.70.94
0.560.01
1.000.51
0.01G
L28h8
115495
S23530
2013.8
6.5118.6
6.8613.9
13.7426
13.312.9
14.226.6
16.026.7
1.000.65
0.011.00
0.510.01
GL28h
9115
495S235
100
8.015.69
9.976.04
12.612.5
41811.7
11.318.0
29.118.0
30.00.99
0.800.02
1.000.74
0.02G
L28h9
115495
S23510
208.01
5.699.97
6.0412.6
12.5418
11.710.1
18.030.0
18.030.0
0.990.80
0.020.88
0.620.02
GL28h
9115
495S235
200
11.06.20
14.56.57
12.512.3
39510.7
10.518.0
30.018.0
30.00.96
0.670.02
1.000.61
0.01G
L28h9
115495
S23520
2011.0
6.2014.5
6.5712.5
12.3493
11.010.5
13.630.0
18.030.0
1.000.76
0.011.00
0.610.01
GL28h
9115
495S235
300
13.86.51
18.66.86
12.412.2
38310.2
10.018.0
30.018.0
30.00.95
0.600.01
1.000.55
0.01G
L28h9
115495
S23530
2013.8
6.5118.6
6.8612.4
12.2479
10.310.0
14.430.0
18.030.0
1.000.70
0.011.00
0.550.01
Appendix C, Raw data Uniformly distributed load Beam type 3
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Deforma�on factor for service class 1
Compression strength
Bending strength
Shear strength
Mean value of modulus of elas�city
Name of beam grade
Height of a single lamella
Depth of beam
Increment for beam span
Factor for the quasi-permanent value of a variable ac�on
Minimum beam span
Width of beam
Par�al factor for material proper�es and resistance
Maximum beam span
Load dura�on class of ac�on
hl 0mm:=
BeamSpan a b, c, ( ) i ORIGIN←
Xi a←
a a b+←
i i 1+←
a c≤while
X
:=
1.2Materialproperties
Gradew "Name":=
L BeamSpan Lmin Lincrement, Lmax, ( ):= BeamSpan Lmin Lincrement, Lmax, ( )
InputData1Gluelaminatedbeam1.1Geometricinputs
fm.g.k 0MPa:=
Lmax 0 m⋅:=
fv.g.k 0MPa:=
fc.0.g.k 0MPa:=
Emean 0GPa:=
Lincrement 0 m⋅:=
Gmean 0GPa:= Mean value of shear modulus
1.3Factors
kmod 0.60:=
Lmin 0 m⋅:=
γM 1.25:=
kdef 0.6:=
b 0 mm⋅:=
ψ2 1:=
h 0mm:=
UseMe.xmcd
Appendix D, PTC MathCad script
D-1
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Deforma�on factor for steel is set to 0
Prestressing loss in final stage, loss in percantage
Mean value of modulus of elas�city
Yield strength
Name of steel grades
Thickness of reinforcement, minimum of two values required
Edge distance to reinforcement, with respect to fire safety
2Steelreinforcement2.1Geometricinputs
bed 10mm:=
ts 10 20 30( )T mm:=
2.2Materialproperties
Grades "S235" "S275" "S355" "S450"( )T:=
fy 235 275 355 440( )T MPa⋅:=
Es.mean 210GPa:=
Reds 0%:=
ks.def 0:=
γM0 1.00:= Mean value of modulus of elas�city
3Deformationlimit
ωinst.maxL
500:=
L
ωfin.maxL
300:=
L
UseMe.xmcd
Appendix D, PTC MathCad script
D-2
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Percentage of prestressing le/ a/er loss
To export the results to excel, type anything else but "0" here
Please set this value back to "0" before applying changes to values.
4OutputData
Export_Results 0:=
Lim 10:= Limit the maximum number of exported values to "Lim"
for each prestressing load at beam type 3.
Results are sorted by load with descending order
red 1 Reds− 100 %⋅=:=
Reference:C:\Users\jafor\Desktop\Resultat\Script_part1.xmcd(R)
Pr x( )
Row rows READEXCEL "Script.xlsm" concat "Sheet" format i( ), "!", ( ), ( )( )( ) 1+←
Xi concat "Sheet" format i( ), "!A", format Row( ), ( )←
i 1 6..∈for
X
x 0≠if
X "Did not export results"← otherwise
:=
Func�on "Pr" reads number of used rows in Excel sheet and exports output data below
used rows in a predefined file with a certain sheet set up; "Script.xlsm"
String Pr Export_Results( ):=
String used below to define Excel sheet nr for export
Plot1 WRITEEXCEL Data1.P "Script.xlsm", String1
,
:= Data1.P
Plot2 WRITEEXCEL Data2.P "Script.xlsm", String2
,
:= Data2.P
Plot3 WRITEEXCEL Data3.P "Script.xlsm", String3
,
:= Data3.P
Plot4 WRITEEXCEL Data1.q "Script.xlsm", String4
,
:= Data1.q
Plot5 WRITEEXCEL Data2.q "Script.xlsm", String5
,
:= Data2.q
Plot6 WRITEEXCEL Data3.q "Script.xlsm", String6
,
:= Data3.q
UseMe.xmcd
Appendix D, PTC MathCad script
D-3
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Programingscript(Part1)
Programming done in MathCAD version 15.0 and might contain programming language
that is not supported in previous or future versions. You are recommended to use MathCAD
version 15.0.
The script is based on Eurocode and might contain equa"ons according the Swedish
Annex, values depending on the Swedish Annex is clearly marked. Please be aware that
changing names, variables or func"ons will alter the result and might cause the script to
crash if not done properly. Only experienced users may customize the script. A
recommenda"on is to make a backup to modify this script. This script will not calculate
any values only define func"ons used on other MathCAD worksheets to make the
necessary calcula"ons. Therefore undefined variables on this worksheet are defined on the
main worksheet and those errors are of no harm for the results.
Script_part1.xmcd
Appendix D, PTC MathCad script
D-4
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Ini"al guess, for programming purpose only
Sec"on modulus, for unmodified beams
Second moment of area, for unmodified beams
Width of steel reinforcement
1Geometricproperties
bs b 2 bed⋅−:= b
F_I X Y, ( )X Y
3⋅
12:=
F_W X Y, ( )X Y
2⋅
6:=
F_Sy b h, ( )b h2⋅
8:=
First area of moment about the y-y axis, for unmodified beams
zfic 0:=
F_zfic ts μ1, ( ) root b h⋅h
2
⋅ ts bs⋅ hl⋅− ts μ1⋅ bs⋅ hl⋅ b h⋅ μ1 bs⋅ ts⋅+ bs ts⋅−( ) zfic⋅−+ zfic,
:= bs
Fic""ous center of gravity about the y-y axis
F_Iy.fic ts zfic, μ1, ( ) CGz.1
hl
ts
2−
2← CGz.2 h
h hl−ts
2−
2−←∧
CGz.3 hl← CGz.4 hl←∧
Iy
b hl
ts
2−
3
⋅
12b hl
ts
2−
⋅ zfic CGz.1−( )2+
b h hl−ts
2−
3
⋅
12b h hl−
ts
2−
⋅ zfic CGz.2−( )2⋅++
...
2bed ts
3⋅
12bed ts⋅( ) zfic CGz.3−( )2⋅+
+
...
μ1 bs⋅ ts3⋅
12μ1 bs⋅ ts⋅( ) zfic CGz.4−( )2⋅++
...
←
Iyreturn
:=
bs
Fic""ous second moment of area about the y-y axis
Aw b h⋅:= b Cross sec"onal area of the web in the sec"on
before transforma"on, here assumed as b*h
Script_part1.xmcd
Appendix D, PTC MathCad script
D-5
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Fic""ous load eccentricity about the y-y axis
F_Wmod Iy zfic, ( ) W0
Iy
zfic
←
W1
Iy
h zfic−←
W2
min W0W1
, ( )←
W3
Iy
zfic hl−←
W
:=
h
Fic""ous sec"on modulus about the y-y axis, values from first row to last:
bo2om, top, minimum value among those and value to steel reinforcment
F_efic zfic( ) zfic hl−:= hl
F_Sy.fic ts zfic, μ1, ( )A2 b h zfic−( )⋅←
y2
h zfic−
2←
Sy A2 y2⋅←
zfic hl
ts
2+≥if
A1 b hl
ts
2−
⋅← A3 bed zfic hl
ts
2−
−
⋅←∧
A4 μ1 b⋅ zfic hl
ts
2−
−
⋅←
y1 zfic
hl
ts
2−
2−← y3
zfic hl
ts
2−
−
2←∧ y4
zfic hl
ts
2−
−
2←∧
Sy A1 y1⋅ 2 A3⋅ y3⋅+ A4 y4⋅+←
hl
ts
2− zfic< hl
ts
2+<if
Sy
:=
hl
Fic""ous first area of moment about the y-y axis, first if-statement is when the neutral
axis is above the reinforcment level and second if-statement is when the neutral axis is
within the level of steel reinforcment.
Script_part1.xmcd
Appendix D, PTC MathCad script
D-6
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Func"on for fi3h percen"le final value
at the ULS condi"on
Factor accoun"ng for influence of cracks
Func�on according to the Swedish Annex
Func"on for design strength of glulam beam
Is used in the ULS and SLS under final condi"ons
Hence permanent load, μ.1.ULS.fin equals μ.1.SLS:fin
Mean value of modulus of elas"city
used in the SLS under "fin" condi"ons
Design bending strength
Design compression strength
Design shear strength
Func"on for fi3h percen"le final value
at the ULS condi"on
Func"on for mean final value
at the SLS condi"on
2MaterialpropertiesDesign material proper"es are defined here
DesignStrength fg.k( )kmod fg.k⋅
γM
:=kmod
F_SLS_FIN Xmean( )Xmean
1 kdef+:=
kdef
F_ULS_FIN X0.05( )X0.05
1 ψ2 kdef⋅+:=
ψ2
2.1Instantaneousand�inalconditionsConcepts of instantaneous and final condi"ons ("inst" and "fin") to handle creep problem
μ1.inst
Es.mean
Emean
:=Es.mean
μ1.fin
Es.mean 1 ψ2 kdef⋅+( )⋅
Emean 1 ψ2 ks.def⋅+( )⋅:=Es.mean
2.2De�inedmaterialproperties
fc.0.g.d DesignStrength fc.0.g.k( ):= DesignStrength
fm.g.d DesignStrength fm.g.k( ):= DesignStrength
fv.g.d DesignStrength fv.g.k( ):= DesignStrength
Emean.SLS.fin F_SLS_FIN Emean( ):= F_SLS_FIN
Mean value of shear modulus
used in the SLS under "fin" condi"onsGmean.SLS.fin F_SLS_FIN Gmean( ):= F_SLS_FIN
3Modi�icationfactors
kh kh min 1.1600mm
h
0.1
,
h 600mm<if
1.0 otherwise
←:= h Size factor for depth less than 600 mm
Else, size factor is 1.0
kcr kcr min 1.03.0MPa
fv.g.k
,
←:=fv.g.k
Script_part1.xmcd
Appendix D, PTC MathCad script
D-7
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Design bending stress, prestressing force
Design compression stress, prestressing force
Design bending moment, point load at midpoint
Design shear stress, with respect to influence of cracks
Design bending stress
Ini"al guess, for programming purpose only
4Actions
PEd 0:= qEd 0:=
F_σM MEd Wy, ( )MEd
Wy
:=
F_MEd.P L PEd, ( )PEd L⋅
4:=
F_MEd.q L qEd, ( )qEd L
2⋅
8:= Design bending moment, uniformly distributed load
F_τd Iy L, Sy, VEd, ( )VEd Sy⋅
Iy b⋅ kcr:=
kcr
Design shear load, point load at midpointF_VEd.P PEd( )PEd
2:=
Design shear load, point load at midpointF_VEd.q L qEd, ( )qEd L⋅
2:=
F_σc Ppre( )Ppre
b h⋅:=b
F_σMpre Ppre Wy, e, ( )Ppre e⋅
Wy
:=
4.1DesignstresschecksStress expression according to Eurocode, defined as a func"on
ET MEd Ppre, Wy, e, ( )F_σM MEd Wy, ( ) F_σMpre Ppre Wy, e, ( )−
fm.g.d kh⋅
F_σc Ppre( )fc.0.g.d
2
+:=fm.g.d
Compression stress check according to Eurocode EN 1995-1-1 (6.35), (at top beam)
EB MEd Ppre, Wy, e, ( )F_σM MEd Wy, ( )− F_σMpre Ppre Wy, e, ( )+
fm.g.d kh⋅
F_σc Ppre( )fc.0.g.d
2
+:=fm.g.d
Tension stress check according to Eurocode EN 1995-1-1 (6.35), (at reinforcment beam)
ER MEd Ppre, Wy, e, fy, ( )F_σM MEd Wy, ( )− F_σMpre Ppre Wy, e, ( )+
fy
γM0
F_σc Ppre( )fy
γM0
2
+:=F_σc
Tension stress check according to Eurocode EN 1995-1-1 (6.35), (at steel reinforcment)
Script_part1.xmcd
Appendix D, PTC MathCad script
D-8
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Func"on to create all forces from force "a" to "c" with "b" increments.
Rounded to value 5 in the hundredths place,
returning the values as a vector in ascending order
Bending defl. at mid point
Uniformly distributed load
Bending defl. at mid point
Point load at midpoint
5DeformationDeforma"on expression according to Eurocode, defined as a func"on
F_ωPed Emean Gmean, Iy, L, PEd, ( )PEd L
3⋅
48 Emean⋅ Iy⋅
PEd L⋅
4 Aw⋅ Gmean⋅+:=
Aw
F_ωqed Emean Gmean, Iy, L, qEd, ( )5qEd L
4⋅
384 Emean⋅ Iy⋅
qEd L2⋅
8 Aw⋅ Gmean⋅+:=
Aw
Nega"ve bending deflec"on at mid point
Prestressing forceF_ωPpre Emean Iy, L, Ppre, e, ( )
Ppre e⋅ L2⋅
8 Emean⋅ Iy⋅:=
6ProgrammingUtilities
F_INC a b, c, ( ) i ORIGIN←
Xi Round a 0.05kN, ( )←
a a b+←
i i 1+←
a c≤while
X
:=
F_NrInter X nr, ( ) i ORIGIN←
INTER0
X←
INTERi 1+
INTERi
10←
i i 1+←
i nr 2−≤while
INTER
:=
Creates a vector with descending order, where first value is “X” with “Nr” number of
values. Value number (n+1) is tenth the value number (n). Script is used to op"mize the
loads and deflec"ons as close as the limit with respect to non-linear equa"ons with
possible imaginary roots (when checking EN 1995-1-1 (6.35) and the total deflec"on)
Script_part1.xmcd
Appendix D, PTC MathCad script
D-9
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F_fy.op MEd Ppre, Wy, e, fy, ( ) fy reverse csort fy 0, ( )( )←
fy.op fy0←
fy.op fyi
← Ppre
fyits⋅ bs⋅
γM0
≤
ER MEd Ppre, Wy, e, fyi
,
1.00≤
if
i 0 last fy( )..∈for
fy.op
:=
bs
Func"on op"mizes the steel grade, choosing the lowest possible steel grade with respect
to steel stress check for glulam beam, resul"ng in higher usage ra"o of the steel.
Func"on returns yield strength and the stress ra"o for the op"mized steel grade.
F_Ppre.max ts( ) P.0
max fy( ) ts⋅ bs⋅
γM0
←
P1
0.8 b h⋅ fc.0.g.d⋅( )←
P2
0.8max fy( ) b⋅ h⋅
γM0
⋅←
R min P( )←
R
:=bs
Max range of prestressing force is limited by either yield strength of steel reinforcment,
compression strength of beam or stress check at steel level, top or bo2om beam.
80% of the value is used to avoid cases with nega"ve roots on loading force
InputData D( )
Di 0,
Gradew←
Di 2,
b mm1−⋅← D
i 3, h mm
1−⋅←∧
i 0 rows D( ) 1−..∈for
D
:=
Gradew
Func"on adds grade, width, depth for the beam to result matrices for both loading cases
(hence they are constants and not depending on length nor unmodified, reinforced or
prestressed case).
Script_part1.xmcd
Appendix D, PTC MathCad script
D-10
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7OutputScript_part2.xmcd referenced in this line, altering it posi"on in a different subfolder or file
name will cause cri"cal errors in the script. The script is divided into two separate files
due to the extended number of characters in part 2 that will not fit on portrait A4 format,
(only in landscape format).
Reference:C:\Users\jafor\Desktop\Resultat\Script_part2.xmcd(R)
7.1PointloadatmidpointResults are stored in the matrices named below. Each corresponding to a different beam
condi"on
Unreinforced beam:
Data1.P InputData FunC1.P L( )( ):= InputData
Reinforced unstressed beam:
Data2.P InputData FunC2.P L( )( ):= InputData
Reinforced stressed beam:
Data3.P InputData FunC3.P L Lim, 0, ( )( ):= InputData
7.2UniformlydistributedloadResults are stored in the matrices named below. Each corresponding to a different beam
condi"on
Unreinforced beam:
Data1.q InputData FunC1.q L( )( ):= InputData
Reinforced unstressed beam:
Data2.q InputData FunC2.q L( )( ):= InputData
Reinforced stressed beam:
Data3.q InputData FunC3.q L Lim, 0, ( )( ):= InputData
Script_part1.xmcd
Appendix D, PTC MathCad script
D-11
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Programingscrip
t(Part2
)
F_ωPωEmeanGmean
, Iy
, L, PEd
, Ppre
, e, ωmax
, (
)PEd
rootF_ωPed
EmeanGmean
, Iy
, L, PEd
, (
)F_ωPpre
EmeanIy
, L, Ppre
, e,
()
−ωmax
−PEd
, (
)←
PEd
return
F_ωPed
EmeanGmean
, Iy
, L, PEd
, (
)F_ωPpre
EmeanIy
, L, Ppre
, e,
()
−ωmax
>ifPEd
:=F_ωPed
F_ωqωEmeanGmean
, Iy
, L, Ppre
, e, qEd
, ωmax
, (
)qEd
rootF_ωqed
EmeanGmean
, Iy
, L, qEd
, (
)F_ωPpre
EmeanIy
, L, Ppre
, e,
()
−ωmax
−qEd
, (
)←
qEd
return
F_ωqed
EmeanGmean
, Iy
, L, qEd
, (
)F_ωPpre
EmeanIy
, L, Ppre
, e,
()
−ωmax
>if
qEd
return
:=F_ωqed
Th
e fu
nc
on
s ab
ove d
ecre
ase th
e load
s if the d
efo
rma
on
s exce
ed
the lim
it
Fu
nc
on
C3.P a
nd
C3.q ca
lcula
tes th
e m
aximu
m lo
ad
for e
ach
pre
stressin
g force a
llow
ed
,
check
s if the d
efo
rma
on
exceed
the lim
it and
red
uce
the lo
ad
with
respect to
pre
stressin
g force a
nd
defo
rma
on
.
FunC1.P
an
d FunC1.q in
clud
e all n
ece
ssary
param
ete
rs an
d ca
lcula
o
ns a
ccord
ing to
pre
vio
us d
efi
ned
fun
co
ns,
return
ing th
e d
ata as a
matrix fo
r the u
nm
od
ified
beam
. Th
e fi
rst fun
co
n fo
r po
int lo
ad a
t mid
po
int
an
d th
e se
con
d fo
r un
iform
ly distrib
ute
d lo
ad
FunC2.P
an
d FunC2.q in
clud
e all n
ece
ssary
param
ete
rs an
d ca
lcula
o
ns a
ccord
ing to
pre
vio
us d
efi
ned
fun
co
ns,
return
ing th
e d
ata as a
matrix fo
r the r e
info
rced
un
stresse
d b
eam
. Th
e first fu
nc
on
for p
oin
t load
at m
idp
oin
t
an
d th
e se
con
d fo
r un
iform
ly distrib
ute
d lo
ad
FunC3.P
an
d FunC3.q in
clud
e all n
ece
ssary
param
ete
rs an
d ca
lcula
o
ns a
ccord
ing to
pre
vio
us d
efi
ned
fun
co
ns,
return
ing th
e d
ata as a
matrix fo
r the r e
info
rced
stresse
d b
eam
. Th
e first fu
nc
on
for p
oin
t load
at mid
po
int
an
d th
e se
con
d fo
r un
iform
ly distrib
ute
d lo
ad
Script_part2.xmcd
Appendix D, PTC MathCad script
D-12
![Page 157: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/157.jpg)
FunC1.P
L()
Wy
F_W
bh,
()
←Iy
F_Ibh,
()
←∧
Sy
F_Sybh,
()
←∧
VEd
rootF_τdIy
Li
, Sy
, F_VEd.P
PEd
()
, (
)fv.g.d
−PEd
, (
)←
Pinst
rootF_σM
F_MEd.P
LiPEd
, (
)Wy
, (
)fm
.g.d
kh
⋅−
PEd
, (
)←
Pfin
rootF_σM
F_MEd.P
LiPEd
, (
)Wy
, (
)fm
.g.d
kh
⋅−
PEd
, (
)←
∧
PEd.in
stF_ωPω
EmeanGmean
, Iy
, Li
, Pinst
, 0, 0, ωinst.m
axi
,
←
PEd.fin
F_ωPω
Emean.SLS.fin
Gmean.SLS.fin
, Iy
, Li
, Pfin
, 0, 0, ωfin
.maxi
,
←
∧
ωinst
F_ωPed
EmeanGmean
, Iy
, Li
, PEd.in
st,
()
←ωfin
F_ωPed
Emean.SLS.fin
Gmean.SLS.fin
, Iy
, Li
, PEd.fin
, (
)←
∧
Di1,
Lim
1−
⋅←
Di8,
Wymm
3−
⋅10
6−
⋅←
∧Di9,
Wymm
3−
⋅10
6−
⋅←
∧Di10
, Wymm
3−
⋅10
6−
⋅←
∧Di11
, Wymm
3−
⋅10
6−
⋅←
∧
Di12
, VEdkN
1−
⋅←
Di13
, VEdkN
1−
⋅←
∧Di15
, PEd.in
stkN
1−
⋅←
∧Di16
, PEd.fin
kN
1−
⋅←
∧
Di17
, ωinstmm
1−
⋅←
Di18
, ωfin
mm
1−
⋅←
∧Di19
, ωinst.m
aximm
1−
⋅←
∧Di20
, ωfin
.maximm
1−
⋅←
∧
i0
lastL()
..∈
for
D
:=
F_ωPω
FunC1.q
L()
Wy
F_W
bh,
()
←Iy
F_Ibh,
()
←∧
Sy
F_Sybh,
()
←∧
VEd
rootF_τdIy
Li
, Sy
, F_VEd.q
LiqEd
, (
),
()
fv.g.d
−qEd
, (
)←
qinst
rootF_σM
F_MEd.q
LiqEd
, (
)Wy
, (
)fm
.g.d
kh
⋅−
qEd
, (
)←
qfin
rootF_σM
F_MEd.q
LiqEd
, (
)Wy
, (
)fm
.g.d
kh
⋅−
qEd
, (
)←
∧
qEd.in
stF_ωqω
EmeanGmean
, Iy
, Li
, 0, 0, qinst
, ωinst.m
axi
,
←
qEd.fin
F_ωqω
Emean.SLS.fin
Gmean.SLS.fin
, Iy
, Li
, 0, 0, qfin
, ωfin
.maxi
,
←
∧
ωinst
F_ωqed
EmeanGmean
, Iy
, Li
, qEd.in
st,
()
←ωfin
F_ωqed
Emean.SLS.fin
Gmean.SLS.fin
, Iy
, Li
, qEd.fin
, (
)←
∧
Di1,
Lim
1−
⋅←
Di8,
Wymm
3−
⋅10
6−
⋅←
∧Di9,
Wymm
3−
⋅10
6−
⋅←
∧Di10
, Wymm
3−
⋅10
6−
⋅←
∧Di11
, Wymm
3−
⋅10
6−
⋅←
∧
Di12
, VEd
mkN
⋅←
Di13
, VEd
mkN
⋅←
∧Di15
, qEd.in
stmkN
⋅←
∧Di16
, qEd.fin
mkN
⋅←
∧
Di17
, ωinstmm
1−
⋅←
Di18
, ωfin
mm
1−
⋅←
∧Di19
, ωinst.m
aximm
1−
⋅←
∧Di20
, ωfin
.maximm
1−
⋅←
∧
i0
lastL()
..∈
for
D
:=
F_ωqω
Script_part2.xmcd
Appendix D, PTC MathCad script
D-13
![Page 158: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/158.jpg)
FunC2.P
L()
k0
←
zfic.inst
F_zfic
tsjμ1.in
st,
←Iy.fic.in
stF_Iy.fic
tsjzfic.in
st,
μ1.in
st,
←∧
Sy.fic.in
stF_Sy.fic
tsjzfic.in
st,
μ1.in
st,
←∧
zfic.finF_zfic
tsjμ1.fin
,
←
Iy.fic.fin
F_Iy.fic
tsjzfic.fin
, μ1.fin
,
←
∧Sy.fic.fin
F_Sy.fic
tsjzfic.fin
, μ1.fin
,
←
∧
Wy.in
stF_WmodIy.fic.in
stzfic.in
st,
()
←
Wy.fin
F_WmodIy.fic.fin
zfic.fin
, (
)←
VEd.in
strootF_τdIy.fic.in
stLi
, Sy.fic.in
st,
F_VEd.P
PEd
()
, (
)fv.g.d
−PEd
, (
)←
VEd.fin
rootF_τdIy.fic.fin
Li
, Sy.fic.fin
, F_VEd.P
PEd
()
, (
)fv.g.d
−PEd
, (
)←
Pinst
rootF_σM
F_MEd.P
LiPEd
, (
)Wy.in
st2,
fm.g.d
kh
⋅(
)−
PEd
,
←
Pfin
rootF_σM
F_MEd.P
LiPEd
, (
)Wy.fin
2,
fm.g.d
kh
⋅(
)−
PEd
,
←
∧
PEd.in
stF_ωPω
EmeanGmean
, Iy.fic.in
st,
Li
, Pinst
, 0, 0, ωinst.m
axi
,
←
PEd.fin
F_ωPω
Emean.SLS.fin
Gmean.SLS.fin
, Iy.fic.fin
, Li
, Pfin
, 0, 0, ωfin
.maxi
,
←
ωinst
F_ωPed
EmeanGmean
, Iy.fic.in
st,
Li
, PEd.in
st,
()
←ωfin
F_ωPed
Emean.SLS.fin
Gmean.SLS.fin
, Iy.fic.fin
, Li
, PEd.fin
, (
)←
∧
Dk1,
Li m
1−
←Dk5,
bsmm
1−
⋅←
∧Dk6,
tsjmm
1−
⋅←
∧
Dk8,
Wy.in
st0mm
3−
⋅10
6−
⋅←
Dk9,
Wy.in
st1mm
3−
⋅10
6−
⋅←
∧Dk10
, Wy.fin
0mm
3−
⋅10
6−
⋅←
∧Dk11
, Wy.fin
1mm
3−
⋅10
6−
⋅←
∧
Dk12
, VEd.in
stkN
1−
⋅←
Dk13
, VEd.fin
kN
1−
⋅←
∧Dk15
, PEd.in
stkN
1−
⋅←
∧Dk16
, PEd.fin
kN
1−
⋅←
∧
Dk17
, ωinstmm
1−
⋅←
Dk18
, ωfin
mm
1−
⋅←
∧Dk19
, ωinst.m
aximm
1−
⋅←
∧Dk20
, ωfin
.maximm
1−
⋅←
∧
kk
1+
← j0
lastts
()..
∈for i
0lastL()
..∈
for
D
:=
F_ωPω
Script_part2.xmcd
Appendix D, PTC MathCad script
D-14
![Page 159: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/159.jpg)
FunC2.q
L()
k0
←
zfic.in
stF_zfic
tsjμ1.in
st,
←Iy.fic.in
stF_Iy.fic
tsjzfic.in
st,
μ1.in
st,
←∧
Sy.fic.in
stF_Sy.fic
tsjzfic.in
st,
μ1.in
st,
←∧
zfic.fin
F_zfic
tsjμ1.fin
,
←
Iy.fic.fin
F_Iy.fic
tsjzfic.fin
, μ1.fin
,
←
∧Sy.fic.fin
F_Sy.fic
tsjzfic.fin
, μ1.fin
,
←
∧
Wy.in
stF_WmodIy.fic.in
stzfic.in
st,
()
←
Wy.fin
F_WmodIy.fic.fin
zfic.fin,
()
←
VEd.in
strootF_τdIy.fic.in
stLi
, Sy.fic.in
st,
F_VEd.q
LiqEd
, (
),
()
fv.g.d
−qEd
, (
)←
VEd.fin
rootF_τdIy.fic.fin
Li
, Sy.fic.fin
, F_VEd.q
LiqEd
, (
),
()
fv.g.d
−qEd
, (
)←
qinst
rootF_σM
F_MEd.q
LiqEd
, (
)Wy.in
st2,
fm.g.d
kh
⋅(
)−
qEd
,
←
qfin
rootF_σM
F_MEd.q
LiqEd
, (
)Wy.fin
2,
fm.g.d
kh
⋅(
)−
qEd
,
←
∧
qEd.in
stF_ωqω
EmeanGmean
, Iy.fic.in
st,
Li
, 0, 0, qinst
, ωinst.m
axi
,
←
qEd.fin
F_ωqω
Emean.SLS.fin
Gmean.SLS.fin
, Iy.fic.fin
, Li
, 0, 0, qfin
, ωfin
.maxi
,
←
ωinst
F_ωqed
EmeanGmean
, Iy.fic.in
st,
Li
, qEd.in
st,
()
←ωfin
F_ωqed
Emean.SLS.fin
Gmean.SLS.fin
, Iy.fic.fin
, Li
, qEd.fin
, (
)←
∧
Dk1,
Li m
1−
←Dk5,
bsmm
1−
⋅←
∧Dk6,
tsjmm
1−
⋅←
∧
Dk8,
Wy.in
st0mm
3−
⋅10
6−
⋅←
Dk9,
Wy.in
st1mm
3−
⋅10
6−
⋅←
∧Dk10
, Wy.fin
0mm
3−
⋅10
6−
⋅←
∧Dk11
, Wy.fin
1mm
3−
⋅10
6−
⋅←
∧
Dk12
, VEd.in
stmkN
⋅←
Dk13
, VEd.fin
mkN
⋅←
∧Dk15
, qEd.in
stmkN
⋅←
∧Dk16
, qEd.fin
mkN
⋅←
∧
Dk17
, ωinstmm
1−
⋅←
Dk18
, ωfin
mm
1−
⋅←
∧Dk19
, ωinst.m
aximm
1−
⋅←
∧Dk20
, ωfin
.maximm
1−
⋅←
∧
kk
1+
← j0
lastts
()..
∈for i
0lastL()
..∈
for
D
:=
F_ωqω
Script_part2.xmcd
Appendix D, PTC MathCad script
D-15
![Page 160: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/160.jpg)
C3.P
EmeanGmean
, Iy
, L, red
, Wy
, e, ts
, ωmax
, F,
()
ItF_NrIn
ter100kN
6, (
)←
PEd
submatrix
F0, rowsF()
1−
, 0, 0,
()
←
Ppre
submatrix
F0, rowsF()
1−
, 1, 1,
()
←
PEdj
PEdjItk
−← F_ωPed
EmeanGmean
, Iy
, L, PEdjItk
−,
F_ωPpre
EmeanIy
, L, Pprejred
⋅,
e,
−
ωmax
≥while
k0
lastIt
()
..∈
for
fy.opj
F_fy.opF_MEd.P
LPEdj
,
Pprejred
⋅
,
Wy3
, e, fy
,
←
indexj
match
fy.opjfy
,
0
←
SCheck
j0,
ET
F_MEd.P
LPEdj
,
Pprejred
⋅,
Wy1
, e,
←
SCheck
j1,
EB
F_MEd.P
LPEdj
,
Pprejred
⋅,
Wy0
, e,
←
SCheck
j2,
ER
F_MEd.P
LPEdj
,
Pprejred
⋅,
Wy3
, e, fy.opj
,
←
Rj0,
PEdjkN
()
1−
⋅←
Rj1,
PprejkN
()
1−
⋅←
∧
Rj2,
F_ωPed
EmeanGmean
, Iy
, L, PEdj
,
F_ωPpre
EmeanIy
, L, Pprejred
⋅,
e,
−
mm
1−
⋅←
Rj4,
SCheck
j0,
←Rj5,
SCheck
j1,
←∧
Rj6,
SCheck
j2,
←∧
Rj3,
Gradesindex
j(
)←
SCheck
j0,
1.00
≤SCheck
j1,
1.00
≤∧
SCheck
j2,
1.00
≤∧
if j0
lastPEd
()
..∈
for
R
:=F_NrIn
ter
Script_part2.xmcd
Appendix D, PTC MathCad script
D-16
![Page 161: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/161.jpg)
C3.P2EmeanGmean
, Iy
, L, Lim
, red
, Wy
, e, ts
, ωmax
, (
)It
F_NrIn
ter100kN
6, (
)←
Ppre
F_IN
C00.5kN
, F_Ppre.m
axts
(),
()
←
PAi
0←
PBi
0←
∧PCi
0←
∧
PAi
PAiItj
+← ET
F_MEd.P
LPAiItj
+,
Ppreired
⋅,
Wy1
, e,
1.00
≤while
PBi
PBiItj
+← EB
F_MEd.P
LPBiItj
+,
Ppreired
⋅,
Wy0
, e,
1.00
≤while
PCi
PCiItj
+← ER
F_MEd.P
LPCiItj
+,
Ppreired
⋅,
Wy3
, e, maxfy
()
,
1.00
≤while
j0
lastIt
()
..∈
for
Vi0,
minPAiPBi
, PCi
,
←
Vi1,
Pprei
←∧
RC3.P
EmeanGmean
, Iy
, L, red
, Wy
, e, ts
, ωmax
, V,
()
← i0
lastPpre
()
..∈
for
csortR
1, (
)retu
rn
:=
C3.P
Script_part2.xmcd
Appendix D, PTC MathCad script
D-17
![Page 162: 1255688/FULLTEXT01.pdf · DEGREE PROJECT MATERIALS SCIENCE AND ENGINEERING,IN SECOND CYCLE, 30 CREDITS STOCKHOLM SWEDEN 2018, Prestressed glue laminated beams reinforced with steel](https://reader030.vdocuments.site/reader030/viewer/2022040408/5eb5ab9930b56d46813fe380/html5/thumbnails/162.jpg)
FunC3.P
LLim
, k,
()
zfic.in
stF_zfic
tsjμ1.in
st,
←zfic.fin
F_zfic
tsjμ1.fin
,
←
∧efic.in
stzfic.in
sthl
−←
∧efic.fin
zfic.fin
hl
−←
∧l
0←
∧
Iy.fic.in
stF_Iy.fic
tsjzfic.in
st,
μ1.in
st,
←Iy.fic.fin
F_Iy.fic
tsjzfic.fin
, μ1.fin
,
←
∧
Sy.fic.in
stF_Sy.fic
tsjzfic.in
st,
μ1.in
st,
←Sy.fic.fin
F_Sy.fic
tsjzfic.fin
, μ1.fin
,
←
∧
Winst
F_WmodIy.fic.in
stzfic.in
st,
()
←
Wfin
F_WmodIy.fic.fin
zfic.fin
, (
)←
VEd.in
strootF_τdIy.fic.in
stLi
, Sy.fic.in
st,
F_VEd.P
PEd
()
, (
)fv.g.d
−PEd
, (
)←
VEd.fin
rootF_τdIy.fic.fin
Li
, Sy.fic.fin
, F_VEd.P
PEd
()
, (
)fv.g.d
−PEd
, (
)←
Vi
C3.P2EmeanGmean
, Iy.fic.in
st,
Li
, 100%
, Winst
, efic.in
st,
tsj,
ωinst.m
axi
,
←
Vf
C3.P2Emean.SLS.fin
Gmean.SLS.fin
, Iy.fic.fin
, Li
, red
, Wfin
, efic.fin
, tsj
, ωfin
.maxi
,
←
Vrev
ersecso
rtaugmentsubmatrix
Vi0, min
rowsVi
()
1−
rowsVf
()
1−
, (
),
0, 6,
()submatrix
Vf0, min
rowsVi
()
1−
rowsVf
()
1−
, (
),
0, 6,
()
, (
)7,
()
()
←
Dk1,
Lim
1−
⋅←
Dk5,
bsmm
1−
⋅←
∧Dk6,
tsjmm
1−
⋅←
∧Dk7,
100
red%
1−
()
⋅−
←∧
Dk4,
Vn10
, ←
Dk8,
Winst0
mm
3−
⋅10
6−
⋅←
Dk9,
Winst1
mm
3−
⋅10
6−
⋅←
∧Dk10
, Wfin
0mm
3−
⋅10
6−
⋅←
∧Dk11
, Wfin
1mm
3−
⋅10
6−
⋅←
∧
Dk12
, VEd.in
stkN
1−
⋅←
Dk13
, VEd.fin
kN
1−
⋅←
∧Dk14
, Vn1,
←∧
Dk15
, Vn0,
←∧
Dk16
, Vn7,
←∧
Dk17
, Vn2,
←Dk18
, Vn9,
←∧
Dk19
, ωinst.m
aximm
1−
⋅←
∧Dk20
, ωfin
.maximm
1−
⋅←
∧
Dk21
, Vn4,
←Dk22
, Vn5,
←∧
Dk23
, Vn6,
←∧
Dk24
, Vn11
, ←
∧Dk25
, Vn12
, ←
∧Dk26
, Vn13
, ←
∧
kk
1+
←l
l1
+←
∧
lmin
Lim
rowsV()
, (
)<
if
n0
rowsV()
1−
..∈
for
j0
lastts
()..
∈for i
0lastL()
..∈
for
D
:=
C3.P2
Script_part2.xmcd
Appendix D, PTC MathCad script
D-18
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C3.q
EmeanGmean
, Iy
, L, red
, Wy
, e, ts
, ωmax
, F,
()
ItF_NrIn
ter100kNm
1−
⋅6,
()
←
qEd
submatrix
F0, rowsF()
1−
, 0, 0,
()m
1−
⋅←
Ppre
submatrix
F0, rowsF()
1−
, 1, 1,
()
←
qEdj
qEdjItk
−← F_ωqed
EmeanGmean
, Iy
, L, qEdjItk
−,
F_ωPpre
EmeanIy
, L, Pprejred
⋅,
e,
−
ωmax
≥while
k0
lastIt
()
..∈
for
fy.opj
F_fy.opF_MEd.q
LqEdj
,
Pprejred
⋅
,
Wy3
, e, fy
,
←
indexj
match
fy.opjfy
,
0
←
SCheck
j0,
ET
F_MEd.q
LqEdj
,
Pprejred
⋅,
Wy1
, e,
←
SCheck
j1,
EB
F_MEd.q
LqEdj
,
Pprejred
⋅,
Wy0
, e,
←
SCheck
j2,
ER
F_MEd.q
LqEdj
,
Pprejred
⋅,
Wy3
, e, fy.opj
,
←
Rj0,
qEdjm⋅
kN
()
1−
⋅←
Rj1,
PprejkN
()
1−
⋅←
∧
Rj2,
F_ωqed
EmeanGmean
, Iy
, L, qEdj
,
F_ωPpre
EmeanIy
, L, Pprejred
⋅,
e,
−
mm
1−
⋅←
Rj4,
SCheck
j0,
←Rj5,
SCheck
j1,
←∧
Rj6,
SCheck
j2,
←∧
Rj3,
Rj3,
Gradesindex
j(
)←
←
SCheck
j0,
1.00
≤SCheck
j1,
1.00
≤∧
SCheck
j2,
1.00
≤∧
if j0
lastqEd
()
..∈
for
R
:=F_NrIn
ter
Script_part2.xmcd
Appendix D, PTC MathCad script
D-19
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C3.q2EmeanGmean
, Iy
, L, Lim
, red
, Wy
, e, ts
, ωmax
, (
)It
F_NrIn
ter100kNm
1−
⋅6,
()
←
Ppre
F_IN
C00.5kN
, F_Ppre.m
axts
(),
()
←
qAi
0←
qBi
0←
∧qCi
0←
∧
qAi
qAiItj
+← ETF_MEd.q
LqAiItj
+,
Ppreired
⋅
,
Wy1
, e,
1.00
≤while
qBi
qBiItj
+← EBF_MEd.q
LqBiItj
+,
Ppreired
⋅
,
Wy0
, e,
1.00
≤while
qCi
qCiItj
+← ERF_MEd.q
LqCiItj
+,
Ppreired
⋅
,
Wy3
, e, maxfy
()
,
1.00
≤while
j0
lastIt
()
..∈
for
Vi0,
minqAiqBi
, qCi
,
m⋅
←Vi1,
Pprei
←∧
RC3.q
EmeanGmean
, Iy
, L, red
, Wy
, e, ts
, ωmax
, V,
()
← i0
lastPpre
()
..∈
for
csortR
1, (
)retu
rn
:=
C3.q
Script_part2.xmcd
Appendix D, PTC MathCad script
D-20
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FunC3.q
LLim
, k,
()
zfic.inst
F_zfic
tsjμ1.in
st,
←zfic.fin
F_zfic
tsjμ1.fin
,
←
∧efic.in
stF_efic
zfic.inst
()
←∧
efic.finF_efic
zfic.fin
()
←∧
l0
←∧
Iy.fic.in
stF_Iy.fic
tsjzfic.in
st,
μ1.in
st,
←Iy.fic.fin
F_Iy.fic
tsjzfic.fin
, μ1.fin
,
←
∧
Sy.fic.in
stF_Sy.fic
tsjzfic.in
st,
μ1.in
st,
←Sy.fic.fin
F_Sy.fic
tsjzfic.fin
, μ1.fin
,
←
∧
Wy.in
stF_WmodIy.fic.in
stzfic.in
st,
()
←
Wy.fin
F_WmodIy.fic.fin
zfic.fin
, (
)←
VEd.in
strootF_τdIy.fic.in
stLi
, Sy.fic.in
st,
F_VEd.q
LiqEd
, (
),
()
fv.g.d
−qEd
, (
)←
VEd.fin
rootF_τdIy.fic.fin
Li
, Sy.fic.fin
, F_VEd.q
LiqEd
, (
),
()
fv.g.d
−qEd
, (
)←
Vi
C3.q2EmeanGmean
, Iy.fic.in
st,
Li
, 100%
, Wy.in
st,
efic.inst
, tsj
, ωinst.m
axi
,
←
Vf
C3.q2Emean.SLS.fin
Gmean.SLS.fin
, Iy.fic.fin
, Li
, red
, Wy.fin
, efic.fin
, tsj
, ωfin
.maxi
,
←
Vrev
ersecso
rtaugmentsubmatrix
Vi0, min
rowsVi
()
1−
rowsVf
()
1−
, (
),
0, 6,
()submatrix
Vf0, min
rowsVi
()
1−
rowsVf
()
1−
, (
),
0, 6,
()
, (
)7,
()
()
←
Dk1,
Lim
1−
⋅←
Dk5,
bsmm
1−
⋅←
∧Dk6,
tsjmm
1−
⋅←
∧Dk7,
100
red%
1−
()
⋅−
←∧
Dk4,
Vn10
, ←
Dk8,
Wy.in
st0mm
3−
⋅10
6−
⋅←
Dk9,
Wy.in
st1mm
3−
⋅10
6−
⋅←
∧Dk10
, Wy.fin
0mm
3−
⋅10
6−
⋅←
∧Dk11
, Wy.fin
1mm
3−
⋅10
6−
⋅←
∧
Dk12
, VEd.in
stmkN
⋅←
Dk13
, VEd.fin
mkN
⋅←
∧Dk14
, Vn1,
←∧
Dk15
, Vn0,
←∧
Dk16
, Vn7,
←∧
Dk17
, Vn2,
←Dk18
, Vn9,
←∧
Dk19
, ωinst.m
aximm
1−
⋅←
∧Dk20
, ωfin
.maximm
1−
⋅←
∧
Dk21
, Vn4,
←Dk22
, Vn5,
←∧
Dk23
, Vn6,
←∧
Dk24
, Vn11
, ←
∧Dk25
, Vn12
, ←
∧Dk26
, Vn13
, ←
∧
kk
1+
←l
l1
+←
∧
lmin
Lim
rowsV()
, (
)<
if
n0
rowsV()
1−
..∈
for
j0
lastts
()..
∈for i
0lastL()
..∈
for
D
:=
C3.q2
Script_part2.xmcd
Appendix D, PTC MathCad script
D-21
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TRITA BKN Master’s Thesis 527, Structural Design and Bridges 2017
ISSN 1103-4297
www.kth.se