example flat slab design - car

Frame Description: Example 2way flat slab with drop panels Design - Car Park C:\RAPT6Demo\Raptrun\Example Flat Slab Design - Car Park.rpf

RAPT - Version: 6.2.1.3 Reinforced And Post-Tensioned Concrete Analysis & Design Package

Copyright(C) 1988 - 2008 PCDC Pty. Ltd. All Rights Reserved

Licensee Demo

Input GeneralDesign Code ListMaterial ListReinforcement Type ListMember Type ListPanel Type ListStrip Type ListPercentage of load carried by Column Strip %Column Stiffness ListConcrete - Spanning Members ListConcrete - Columns ListTop Reinforcement Cover mmBottom Reinforcement Cover mmSelf Weight Definition ListPattern Live Load Y/NEarthquake Design ListMoment Redistribution %Design Surface Levels List

Australia - AS3600*SAVED*Australia - Australian Materials*SAVED*

Bonded Post-TensionedSlab

InternalTwo way

70Equivalent Column

32MPa40MPa

2222

Program CalculatedY

None0

Extreme Surfaces

SpanSpan Span

LengthSlab

DepthPanelWidthLeft

PanelWidthRight

ColumnStrip Width

Left

ColumnStrip Width

Rightmm mm mm mm mm mm

LC123RC

3400 225 8200 8200 4100 410010100 225 8200 8200 4100 4100

6800 225 8200 8200 4100 410010100 225 8200 8200 4100 4100

3400 225 8200 8200 4100 4100

ColumnsColumn Column

GridReference

SupportType

ColumnHeightAbove

ColumnWidthAbove

ColumnLengthAbove

ColumnHeightbelow

ColumnWidthbelow

ColumnLengthbelow

TransverseColumnspacing

Capital Depthbelow

deepestsection

PinBasebelow

PercentageColumnStiffness

Bracedframeat this

column

ColumnShorteningRestrained

PunchingShearCheck

requiredA List mm mm mm mm mm mm mm mm Y/N % Y/N Y/N Y/N

1234

1 Column 2400 200 800 2400 200 800 8200 0 Y 100 Y N Y2 Column 2400 200 800 2400 200 800 8200 0 Y 100 Y N Y3 Column 2400 200 800 2400 200 800 8200 0 Y 100 Y N Y4 Column 2400 200 800 2400 200 800 8200 0 Y 100 Y N Y

Column Transverseeffective

depthdifference

Transverseprestress

(P/A)

mm MPa1234

0 00 00 00 0

Drop PanelColumn Drop

PanelDepth

DropPanelWidth

DropPanelLength

Left

DropPanelLengthRight

Drop PanelType

mm mm mm mm List1234

350 2800 1500 1500 Drop panel350 2800 1500 1500 Drop panel350 2800 1500 1500 Drop panel350 2800 1500 1500 Drop panel

Load CasesLoadCase

Load Type Load Definition Live LoadDeflection

Case

Description

List List Y/N A12

Self Weight Applied LoadsLive Load Applied Loads Y

1. Self Weight - PanelLoad Left End

referencecolumn

Left end ofload fromreferencecolumn

Load atleft end

Right Endreferencecolumn

Right end ofload fromreferencecolumn

Load atrightend

Description

mm kN/m2 mm kN/m2 A123456789

0 0 5.52 0 1900 5.520 1900 6.56 1 1500 6.561 1500 5.52 1 8600 5.521 8600 6.56 2 1500 6.562 1500 5.52 2 5300 5.522 5300 6.56 3 1500 6.563 1500 5.52 3 8600 5.523 8600 6.56 4 1500 6.564 1500 5.52 4 3400 5.52

2. Live Load - PanelLoad Left End

referencecolumn

Left end ofload fromreferencecolumn

Load atleft end

Right Endreferencecolumn

Right end ofload fromreferencecolumn

Load atrightend

Live Loadreduction

Description

mm kN/m2 mm kN/m2 #.# A1 0 0 3 4 3400 3 1

Load Combinations : UltimateLoad

CombinationDescription Prestress

SecondaryAdverse

PrestressSecondaryBeneficial

1. SelfWeight

2.LiveLoad

A #.# #.# #.# #.#123

Live Load 1 1 1.2 1.5Live Load 1 1 0.9 1.5

Dead Load 1 1 1.35 0

Load Combinations : Short Term ServiceLoad

CombinationDescription Long-term

Prestress1. SelfWeight

2. LiveLoad

A #.# #.# #.#1 Live Load 1 1 0.7

Load Combinations : Permanent ServiceLoad



2. LiveLoad

A #.# #.# #.#1 Live Load 1 1 0.4

Load Combinations : DeflectionLoad



2. LiveLoad

A #.# #.# #.#123

Short Term - Deflection 1 1 0.7Permanent - Deflection 1 1 0.4

Initial - Deflection 1 1 0

Load Combinations : Transfer PrestressLoad

CombinationDescription Transfer


2. LiveLoad

A #.# #.# #.#1 Transfer 1 1 0

Load Combinations : Pre ExistingLoad



2. LiveLoad

A #.# #.# #.#1 Pre Existing 1 1 0

RAPT 6.2.1.3 2011-3-17 7:40:22 /79 Licensee: Demo Frame Description: Example 2way flat slab with drop panels Design - Car Park License No.:

Load Combinations : ConstructionLoad



2. LiveLoad

A #.# #.# #.#1 Construction 1 1 0

Lateral DistributionSpans Column

strip % atleft endof span

Column strip %at maximum

midspanmoment

Columnstrip % atright endof span

% ColumnStrip moment

to parallelbeam

% % % %LC123RC

70 70 70 070 70 70 070 70 70 070 70 70 070 70 70 0

Load Case 1 : 1. Self Weight

3400

1

13500

2

20300

3

30400

4

mm

20 40 60

0

kN/m P1 P2 P3 P4 P5 P6 P7 P8 P9

Load Case 2 : 2. Live Load

3400

1

13500

2

20300

3

30400

4

mm

20 40 60

0

kN/m

P1 P1 P1 P1 P1 P1 P1 P1 P1

PrestressTendon Normal or

upside downprofiles

SteelType

SteelDiameter

PrestressType

PrestressAnchorage

Size

Numberof

Strands

Numberof

Tendons

Spacingof

tendons

TopCover

toDuct

BottomCoverto Duct

LeftAnchorageReference

Column

Distance toleft

anchoragefrom column

LeftAnchorage

Type

RightAnchorageReference

ColumnList List List List List List #.# mm mm mm mm List

1 C1 M

Strand 12.7mm MonoStrand 4 4 3 20 25 0 0 54 4 2 20 25 0 0 5

Tendon Distance toRight

Anchorage fromColumn

RightAnchorage

Type

Stacked tendons,No effect on

effective shearwidth

TendonLength

mm List List mm1 C1 M

0 Individual 338000 Individual 33800

Tendon 1 : Column Strip - Drape LocationsSpan Tendon

Profile TypeLength of Left End

StraightSection/Start of

Drape Section inSpan

Length of Right EndStraight

Section/End ofDrape Section in

Span

ReverseCurveRadius

Number of strandsfrom left end

terminating in spanand restarting before

end of tendon

Number ofstrands from

left endterminating

in span

Number ofstrands

from rightterminating

in span

Extraangle

changein thisspan

TendonProfilePoint

Spacing

Number ofstrands

full lengthof tendonin span

List mm mm mm # # # #.# mm #LC123RC

0 1500 5000 0 0 0 0 1000 41500 1500 5000 0 0 0 0 1000 41500 1500 5000 0 0 0 0 1000 41500 1500 5000 0 0 0 0 1000 41500 0 5000 0 0 0 0 1000 4

Tendon 1 : Column Strip - Allowable ProfilesSpan Tendon Cover

to centreline atleft end of span

Tendon Coverto duct at left

end of Parabola

Tendon Cover toduct at low point

of parabola

Tendon Coverto duct at right

end of Parabola


end of span

AvailableParabola

Drape

RelativeMinimumTendonRatio

mm mm mm mm mm mm #.#LC123RC

100.5 20 20 80.3 120 20 25 20 20 136.1 0.53920 20 25 20 20 155.6 0.50420 20 25 20 20 136.1 0.53920 20 100.5 80.3 1


Tendon 1 : Column Strip - Adopted ProfilesSpan Profile

HeightDatum

Profileheight atleft endof span

Profileheight at

left end ofparabola

ProfileHeight at

midpoint ofparabola

Profileheight at

right end ofparabola

Profileheight atright endof span

AdoptedParabolic

Drape

Percentage ofavailable

parabolic drapeadopted

PrestressForce

BalancedUniform

Load

mm mm mm mm mm mm mm % kN %LC123RC

225 115 155.3 155.3 42.8 53.3 103.05 92.6225 155.3 155.3 38 192.8 192.8 136.1 100 112.43 92225 192.8 192.8 151.5 192.8 192.8 41.3 26.6 106.7 92.5225 192.8 192.8 37.3 155.3 155.3 136.8 100 112.43 92.5225 155.3 155.3 115 42.8 53.3 103.03 92.6

Tendon 1 : Column Strip - DetailsReverse Curve at Left Anchorage Y/NReverse Curve at Right Anchorage Y/NPercentage Jacking Force %

NN

85

Tendon 1 : Column Strip - Jacking SequenceStage Proportion of

Jacking forceapplied at this

stage

StressingTime in

days

ConcreteStrength

% #.# MPa25 2.423 775 55.386 22

0 0 00 0 0

Tendon 1 : Middle Strip - Drape LocationsSpan Tendon

Profile TypeLength of Left End

StraightSection/Start of

Drape Section inSpan

Length of Right EndStraight

Section/End ofDrape Section in

Span

ReverseCurveRadius

Number of strandsfrom left end

terminating in spanand restarting before

end of tendon

Number ofstrands from

left endterminating

in span

Number ofstrands

from rightterminating

in span

Extraangle

changein thisspan

TendonProfilePoint

Spacing

Number ofstrands

full lengthof tendonin span

List mm mm mm # # # #.# mm #LC123RC

0 0 5000 0 0 0 0 1000 40 0 5000 0 0 0 0 1000 40 0 5000 0 0 0 0 1000 40 0 5000 0 0 0 0 1000 40 0 5000 0 0 0 0 1000 4

Tendon 1 : Middle Strip - Allowable ProfilesSpan Tendon Cover

to centreline atleft end of span

Tendon Cover toduct at low point

of parabola


end of span

AvailableParabola

Drape

RelativeMinimumTendonRatio

mm mm mm mm #.#LC123RC

100.5 20 80.3 120 25 20 153.5 0.48720 25 20 155.6 0.520 25 20 153.5 0.48720 100.5 80.3 1

Tendon 1 : Middle Strip - Adopted ProfilesSpan Profile

HeightDatum

Profileheight atleft endof span

ProfileHeight at

midpoint ofparabola

Profileheight atright endof span

AdoptedParabolic

Drape

Percentage ofavailable

parabolic drapeadopted

PrestressForce

BalancedUniform

Load

mm mm mm mm mm % kN %LC123RC

225 115 188.7 76.2 95 104.74 33.6225 188.7 37.3 192.8 153.4 100 112.43 33.6225 192.8 118.9 192.8 73.9 47.5 108.09 33.7225 192.8 37.3 188.7 153.4 100 112.43 33.6225 188.7 115 76.2 95 104.74 33.6

Tendon 1 : Middle Strip - DetailsReverse Curve at Left Anchorage Y/NReverse Curve at Right Anchorage Y/NPercentage Jacking Force %

NN

85


Tendon 1 : Middle Strip - Jacking SequenceStage Proportion of

Jacking forceapplied at this

stage

StressingTime in

days

ConcreteStrength

% #.# MPa25 2.423 775 55.386 22

0 0 00 0 0

Tendon 1 : Column Strip - Gross Extension: 229.8mm - 3 - 4/12.7 Profile HeightsSpan 0 Locat mm

Height mm0 950 1900 2650 3400

115 120 150 150 150Span 1 Locat mm

Height mm0 750 1500 2387.5 3275 4162.5 5050 5937.5 6825 7712.5 8600 9350 10100

150 150 150 100 55 30 25 40 75 130 185 185 185Span 2 Locat mm

Height mm0 750 1500 2450 3400 4350 5300 6050 6800

185 185 185 155 140 155 185 185 185Span 3 Locat mm

Height mm0 750 1500 2387.5 3275 4162.5 5050 5937.5 6825 7712.5 8600 9350 10100

185 185 185 130 75 40 25 30 55 100 150 150 150Span 4 Locat mm

Height mm0 750 1500 2450 3400

150 150 150 120 115

Critical Profile PointsSpan 0 Locat mm

Height mm0 1673.4 1900 3400

-119.5 -81.6 -76.4 -76.4Span 1 Locat mm

Height mm0 1500 1872.5 4815 8174.6 8600 10100

-76.4 -76.4 -90.3 -199.9 -57 -38.9 -38.9Span 2 Locat mm

Height mm0 1500 1746.3 3400 5053.7 5300 6800

-38.9 -38.9 -45 -85.8 -45 -38.9 -38.9Span 3 Locat mm

Height mm0 1500 1927.3 5283.8 8225.5 8600 10100

-38.9 -38.9 -57.2 -200.6 -90.5 -76.4 -76.4Span 4 Locat mm

Height mm0 1500 1726.6 3400

-76.4 -76.4 -81.6 -119.5

Tendon 1 : Middle Strip - Gross Extension: 231.4mm - 2 - 4/12.7 Profile HeightsSpan 0 Locat mm

Height mm0 850 1700 2550 3400

115 110 125 150 180Span 1 Locat mm

Height mm0 918.2 1836.4 2754.5 3672.7 4590.9 5509.1 6427.3 7345.5 8263.6 9181.8 10100

180 135 90 60 35 25 25 40 60 95 140 185Span 2 Locat mm

Height mm0 971.4 1942.9 2914.3 3885.7 4857.1 5828.6 6800

185 150 120 110 110 120 150 185Span 3 Locat mm

Height mm0 918.2 1836.4 2754.5 3672.7 4590.9 5509.1 6427.3 7345.5 8263.6 9181.8 10100

185 140 95 60 40 25 25 35 60 90 135 180Span 4 Locat mm

Height mm0 850 1700 2550 3400

180 150 125 110 115

Critical Profile PointsSpan 0 Locat mm

Height mm0 3175.1 3400

-119.5 -48.1 -43.1Span 1 Locat mm

Height mm0 312.7 5017.4 9783.2 10100

-43.1 -52.8 -200 -49 -38.9Span 2 Locat mm

Height mm0 233.5 3400 6566.5 6800

-38.9 -44.4 -118.3 -44.4 -38.9Span 3 Locat mm

Height mm0 316.8 5082.6 9787.3 10100

-38.9 -49 -200 -52.8 -43.1Span 4 Locat mm

Height mm0 224.9 3400

-43.1 -48.1 -119.5

Tendon 1 : Column Strip - 3 - 4/12.7

1 2 3 4

100

-100

-200

-300

0

mm

4

4

115c

l

120

150

150

150

150

150

100 55 30 25 40 75 130

185

185

185

185

185

155

140

155

185

185

185

185

185

130 75 40 25 30 55 100

150

150

150

150

150

120

115c

l


Tendon 1 : Middle Strip - 2 - 4/12.7

1 2 3 4

100

-100

-200

-300

0

mm

4

4

115c

l

110

125

150

180

135 90 60 35 25 25 40 60 95 140

185

150

120

110

110

120

150

185

140 95 60 40 25 25 35 60 90 135

180

150

125

110

115c

l

ReinforcementReinforcement

UseReinforcement

TypePreferredBar Size

Numberof Legs

List List #Flexural BarFlexural MeshShear Option 1Shear Option 2Shear Option 3Punching Shear

N 500MPaF 450MPaN 500MPa 10 2N 500MPa 12 2N 500MPa 16 2N 500MPa 10 1

ReinforcementMaximum

BarSpacing

MinimumBar

Spacing

MinimumContinuous

Reinforcement

Minimum SpanReinforcement

into EndSupport

Minimum SpanReinforcement

into InternalSupport

InfillBars

StaggerBars

mm mm #.# #.# #.# Y/N Y/NSupport ReinforcementSpan Reinforcement

300 124 0 N N300 124 0 0 N N

Column Strip - Design Zones : TopLayer

NumberSteeltype

Left EndReference

Column

Distance toleft end of

bar

Bar staggerlength at left

end

Top Coverat left end

Right EndReference

Column

Distance toright end of

bar

Bar staggerlength atright end

Top Coverat Right

end

MaximumBar Size

MinimumBar Size

Preferredbar size

MinimumNumber of

BarsList mm mm mm mm mm mm List List List #

1 Bar 1 -3400 0 22 4 3400 0 22 24 10 12 0

LayerNumber

MaximumSpacing of

Bars

MinimumSteel area as

%

% inFlange

mm % %1 0 0 0

Column Strip - Design Zones : BottomLayer

NumberSteeltype

Left EndReference

Column


bar


end

BottomCover at left

end

Right EndReference

Column


bar


BottomCover at

Right End

MaximumBar Size

MinimumBar Size

Preferredbar size

MinimumNumber of


1 Bar 1 -3400 0 22 4 3400 0 22 24 10 12 0

LayerNumber

MaximumSpacing of

Bars


%

% inFlange

mm % %1 0 0 0

Middle Strip - Design Zones : TopLayer

NumberSteeltype

Left EndReference

Column


bar


end

Top Coverat left end

Right EndReference

Column


bar


Top Coverat Right

end

MaximumBar Size

MinimumBar Size

Preferredbar size

MinimumNumber of


1 Bar 1 -3400 0 22 4 3400 0 22 24 10 12 0

LayerNumber

MaximumSpacing of

Bars


%

% inFlange

mm % %1 0 0 0


Middle Strip - Design Zones : BottomLayer

NumberSteeltype

Left EndReference

Column


bar


end

BottomCover at left

end

Right EndReference

Column


bar


BottomCover at

Right End

MaximumBar Size

MinimumBar Size

Preferredbar size

MinimumNumber of


1 Bar 1 -3400 0 22 4 3400 0 22 24 10 12 0

LayerNumber

MaximumSpacing of

Bars


%

% inFlange

mm % %1 0 0 0

Reinforcement Design Zones

3400

1

13500

2

20300

3

30400

4

mm

-100

-200

-300

0mm

Design DataCapacity Reduction factor (phi) for Flexure #.#Capacity Reduction factor (phi) for Shear #.#Material Factor for Concrete in Flexure #.#Material Factor for Concrete in Shear #.#Material Factor for Reinforcement #.#Maximum Ratio of Neutral Axis Depth for Ductility #.#Ductility Check at Left End Column Y/NDuctility Check at Right End Column Y/NMinimum Reinforcement Strength Limit - #.## x M* #.#Flexural Critical Section - Consider Transverse Beams Y/NFlexural Critical Section - Distance from centre of Support #.#Beam Left Sideface Cover (Internal) mmBeam Right Sideface cover mmPrestress Minimum Reinforcement Basis ListShear Enhancement at Supports Y/NAst Value in Shear Calculations ListAS3600 Shear Fitment Hooks Located at ListMoment Diagram Offset For Flexure Calculations List

0.80.7

111

0.4YY0Y-12540

Program DefaultN

CalculatedTop of Fitment

Code Default

Maximum Service Stress Change - Prestressed Sections MPaMaximum Service Stress Change - Reinforced Sections MPaRelative Humidity %Average Temperature C.Prestress Losses Calculations based on ListCrack Width Calculations ListAS3600 Shrinkage and Temperature Reinforcement ListDegree of Restraint in Primary Direction %Degree of Restraint in Secondary Direction %Concrete Strength Gain Rate List

1500

5020

Program DefaultCode default

Moderate00S

Concrete Tensile Strength for Deflection Calculations- #.## x (Fc)n #.#Maximum Value of Ieff/Igross for Deflection Calculations #.#Total Deflection Warning Limit - Maximum Span/Deflection #.#Total Deflection Warning Limit - Maximum Deflection mmIncremental Deflection Warning Limit - Maximum Span/Deflection #.#Incremental Deflection Warning Limit - Maximum Deflection mmTime of Loading in days #.#Age Adjustment Factor #.#Concrete Strength at Time of Loading MPaLoaded Period in years #.#Tension stiffening Approach List

-10.6

25025

2502510

0.7621.68

30Modified Concrete Tensile Modulus Method

Live Load Pattern Factor #.#Pattern Live Load for Ultimate Strength Y/NPattern Live Load for Crack Control Y/NPattern Live Load For Deflections Y/NPattern Live Load for Deflection Permanent Load Combination Y/N

1YYYN

Material Properties ConcreteDescription 32MPa 40MPa


Characteristic Compressive StrengthMean Compressive StrengthLower Characteristic Tensile StrengthUpper Characteristic Tensile StrengthConcrete WeightDesign Concrete ModulusMean Concrete ModulusUltimate Concrete ModulusBasic Shrinkage StrainBasic Creep FactorConcrete Strain Limit

32 4037.22 45.9

3.39 3.795.43 6.07

2447 244729443.8 32919.231754.7 35263.529443.8 32919.2

850 8503.4 2.5

0.003 0.003

Prestress StrandDiameter Area Breaking

Load0.2% Proof

Stress1%

StressBreaking

StrainElastic

ModulusPlastic

ModulusBasic

RelaxationWeight Set as

defaultDescription

12.7 100.1 184 85 87.5 0.06 1.95e5 2200 2 0.79 Y

Bonded MonostrandAnchorage

SizeDescription Transfer

ConcreteStrength

AnchorFriction

Draw-in MaximumJackingForce

Set asdefault

4 22 2 6 85 N

LiveEnd

DeformedStrand Dead

End

NominalSwaged Dead

End

FullSwaged

Dead EndIneffective Length mmForce at Start of Transition %Transition Length mmForce at End of Transition %

100 100 100 100100 40 50 100

0 1000 600 0100 100 100 100

Numberof

Cables

Ductdepth

DuctWidth

Duct WallThickness

CentroidDistance

DuctFriction

Wobble -Unintentional

Angle Change -B

MinimumReverseCurveRadius

# mm mm mm mm #.# 1/m mm2 19 70 0.4 2.8 0.2 0.025 25003 19 70 0.4 2.8 0.2 0.025 25004 19 70 0.4 2.8 0.2 0.025 2500

Reinforcement BarDesignation Type Yield

StressElastic

ModulusDuctility Peak

StrainPeak

StressDesignStrainLimit

MaterialFactorFlexure

MaterialFactorShear

Description

N Deformed 500 2.05e5 Normal 0.05 540 90 -1 -1

NominalBar Size

BarDiameter

BarArea

BarInertia

BarWeight

StockLength

A mm mm2 mm4 kg/m mm10 10 78.5 491.07 0.62 1200012 12 113 1018.29 0.89 1200016 16 201 3218.29 1.58 1200020 20 314 7857.14 2.47 1200024 24 452 16292.6 3.55 1200028 28 616 30184 4.83 1200032 32 804 51492.6 6.31 1200036 36 1020 82481.1 7.99 1200040 40 1260 1.257e5 9.86 12000

Elevation view

3400

1

13500

2

20300

3

30400

4

mm

-100

-200

-300

0mm


Plan view

3400

1

13500

2

20300

3

30400

4

mm

2000

4000

-2000

-4000

0

mm

Full Elevation View

3400

1

13500

2

20300

3

30400

4

mm

1000

2000

-1000

-2000

0

mm

Warnings Input No errors or warnings were found.

Output Warning:SUPPORT Reinforcing Bar Spacing There have been problems in determining a bar size to satisfy the design spacing requirements. See Detailed Reinforcement Design Comments. Warning:SPAN Reinforcing Bar spacing There have been problems in determining a bar size to satisfy the design spacing requirements. See Detailed Reinforcement Design Comments.

Frame Properties Span 0Length mmInertia mm4Area mm2

1900 1100 4007.78e9 1.72e10 1.81e101.85e6 2.2e6 2.2e6

Span 1Length mmInertia mm4Area mm2

400 1100 7100 1100 4001.81e10 1.72e10 7.78e9 1.72e10 1.81e10

2.2e6 2.2e6 1.85e6 2.2e6 2.2e6


400 1100 3800 1100 4001.81e10 1.72e10 7.78e9 1.72e10 1.81e10

2.2e6 2.2e6 1.85e6 2.2e6 2.2e6


400 1100 7100 1100 4001.81e10 1.72e10 7.78e9 1.72e10 1.81e10

2.2e6 2.2e6 1.85e6 2.2e6 2.2e6


400 1100 19001.81e10 1.72e10 7.78e9

2.2e6 2.2e6 1.85e6

Column MembersColNo.

AreaAbove

InertiaAbove

AreaBelow

InertiaBelow

# mm2 mm4 mm2 mm41 1.6e5 3.76e9 1.6e5 3.59e92 1.6e5 3.76e9 1.6e5 3.59e93 1.6e5 3.76e9 1.6e5 3.59e94 1.6e5 3.76e9 1.6e5 3.59e9


Prestress Tendon Forces Tendon 1 : Column Strip - Gross Extension: 229.8mm - 3 - 4/12.7

Span 0Locat mm

Transfer Strand kNTotal kN

Service Strand kNTotal kN

Slope #.#Height mm

1 100 850 950 1675 1700 1899 1901 2550 2720 3032.5 3399126.45 126.58 127.53 127.66 128.59 128.68 129.84 130.03 130.46 130.57 130.77 131.01

1517.43 1518.95 1530.41 1531.95 1543.12 1544.16 1558.05 1560.41 1565.48 1566.81 1569.26 1572.14112.9 113.01 113.86 113.97 114.77 114.85 115.96 116.72 117.65 117.93 118.47 119.16

1354.79 1356.15 1366.27 1367.61 1377.23 1378.15 1391.5 1400.62 1411.85 1415.16 1421.66 1429.940 0.0025 0.0214 0.0239 0.0421 0.04 0.0002 0 0 0 0 0

-110 -109.9 -100.9 -98.7 -74.7 -73.7 -69.7 -69.7 -69.7 -69.7 -69.7 -69.7

Span 1Locat mm



Slope #.#Height mm

1 367.5 680 1089 1499 1501 1725 2125 2525 3366 4207 5050 5891 6732131.01 131.25 131.46 131.73 132 131.81 133.15 134.29 134.82 135.95 137.08 138.22 138.33 137.19

1572.16 1575.04 1577.51 1580.73 1583.98 1581.74 1597.77 1611.53 1617.89 1631.34 1644.9 1658.61 1659.99 1646.3119.91 119.44 119.08 118.67 118.34 117.62 118.51 119.64 120.27 121.48 122.58 123.6 123.63 122.45

1438.97 1433.26 1428.94 1424.08 1420.12 1411.42 1422.07 1435.72 1443.2 1457.72 1470.97 1483.17 1483.59 1469.450 0 0 0 0 -0.0002 -0.045 -0.0649 -0.0552 -0.0349 -0.0145 0.0059 0.0263 0.0467

-69.7 -69.7 -69.7 -69.7 -69.7 -69.7 -74.8 -100.7 -124.7 -162.6 -183.4 -187 -173.5 -142.8

Locat mmTransfer Strand kN

Total kNService Strand kN

Total kNSlope #.#Height mm

7575 7975 8375 8599 8601 9010 9420 9732.5 10099136.06 135.52 134.12 132.77 132.96 132.69 132.42 132.21 131.971632.7 1626.28 1609.4 1593.26 1595.51 1592.25 1588.99 1586.51 1583.6121.07 120.31 118.94 118.39 118.82 119.47 120.24 120.89 120.75

1452.82 1443.76 1427.22 1420.66 1425.84 1433.7 1442.85 1450.69 1448.990.0671 0.0768 0.045 0.0002 0 0 0 0 0

-94.8 -66.1 -37.3 -32.2 -32.2 -32.2 -32.2 -32.2 -32.2

Span 2Locat mm



Slope #.#Height mm

1 367.5 680 884 1088 1292 1499 1501 1700 1725 2283 2841 3400 3958131.97 131.72 131.52 131.38 131.25 131.12 130.98 130.78 129.62 129.51 128.77 128.04 127.32 128

1583.59 1580.69 1578.22 1576.61 1575 1573.4 1571.77 1569.4 1555.4 1554.07 1545.28 1536.53 1527.83 1536.03120.65 119.76 119.07 118.65 118.26 117.89 117.54 117.42 116.18 116.07 115.34 114.62 113.94 114.581447.8 1437.12 1428.81 1423.78 1419.07 1414.68 1410.54 1409.04 1394.13 1392.9 1384.05 1375.4 1367.31 1374.94

0 0 0 0 0 0 0 -0.0002 -0.04 -0.0433 -0.0289 -0.0144 0 0.0144-32.2 -32.2 -32.2 -32.2 -32.2 -32.2 -32.2 -32.2 -36.2 -37.3 -57.4 -69.5 -73.5 -69.5




4516 5075 5100 5299 5301 5505 5709 5913 6120 6432.5 6799128.73 129.46 129.58 130.74 130.94 131.07 131.21 131.34 131.48 131.68 131.92

1544.77 1553.58 1554.91 1568.9 1571.28 1572.88 1574.48 1576.09 1577.72 1580.19 1583.09115.3 116.04 116.14 117.38 117.51 117.85 118.21 118.6 119.03 119.72 120.61

1383.58 1392.43 1393.66 1408.56 1410.08 1414.16 1418.55 1423.25 1428.34 1436.65 1447.320.0288 0.0433 0.04 0.0002 0 0 0 0 0 0 0

-57.4 -37.3 -36.2 -32.2 -32.2 -32.2 -32.2 -32.2 -32.2 -32.2 -32.2

Span 3Locat mm



Slope #.#Height mm

1 367.5 680 1089 1499 1501 1725 2125 2525 3366 4207 5050 5891 6732131.93 132.17 132.37 132.64 132.92 132.73 134.07 135.49 136.03 137.16 138.3 138.19 137.05 135.911583.1 1586.01 1588.49 1591.74 1595.01 1592.75 1608.89 1625.89 1632.33 1645.93 1659.66 1658.27 1644.56 1630.96120.71 120.85 120.19 119.43 118.78 118.34 118.89 120.28 121.04 122.43 123.6 123.56 122.55 121.45

1448.55 1450.17 1442.33 1433.2 1425.32 1420.05 1426.62 1443.36 1452.52 1469.15 1483.23 1482.75 1470.58 1457.380 0 0 0 0 -0.0002 -0.045 -0.0772 -0.0674 -0.0469 -0.0265 -0.0059 0.0146 0.035

-32.2 -32.2 -32.2 -32.2 -32.2 -32.2 -37.3 -66.2 -95.1 -143.2 -174 -187.7 -184.1 -163.2




7575 7975 8375 8599 8601 9010 9420 9732.5 10099134.79 134.26 133.1 131.76 131.95 131.68 131.41 131.21 130.97

1617.44 1611.07 1597.18 1581.17 1583.4 1580.17 1576.93 1574.47 1571.59120.24 119.61 118.46 117.57 118.3 118.63 119.03 119.39 119.87

1442.84 1435.32 1421.49 1410.84 1419.57 1423.52 1428.39 1432.71 1438.450.0556 0.0653 0.045 0.0002 0 0 0 0 0

-125 -100.8 -74.8 -69.7 -69.7 -69.7 -69.7 -69.7 -69.7

Span 4Locat mm



Slope #.#Height mm

1 367.5 680 850 1499 1501 1700 1725 2450 2550 3300 3399130.96 130.72 130.52 130.41 129.99 129.79 128.63 128.55 127.62 127.49 126.53 126.41

1571.57 1568.69 1566.24 1564.91 1559.84 1557.49 1543.6 1542.56 1531.39 1529.85 1518.39 1516.88119.12 118.43 117.89 117.61 116.68 115.92 114.8 114.73 113.93 113.81 112.97 112.86

1429.45 1421.17 1414.67 1411.36 1400.14 1391.01 1377.65 1376.74 1367.11 1365.78 1355.65 1354.30 0 0 0 0 -0.0002 -0.04 -0.0421 -0.0239 -0.0214 -0.0025 0

-69.7 -69.7 -69.7 -69.7 -69.7 -69.7 -73.7 -74.7 -98.7 -100.9 -109.9 -110


Tendon 1 : Middle Strip - Gross Extension: 231.4mm - 2 - 4/12.7 Span 0




1 100 850 950 1675 1700 1899 1901 2550 2720 3032.5 3399126.8 126.9 127.63 127.73 128.45 128.47 128.67 128.67 129.32 129.49 129.8 131.23

1014.39 1015.16 1021.06 1021.85 1027.59 1027.79 1029.37 1029.38 1034.56 1035.92 1038.42 1049.82113.96 114.05 114.71 114.8 115.46 115.48 115.67 115.67 116.32 116.51 116.88 118.4911.71 912.41 917.71 918.42 923.68 923.87 925.37 925.39 930.57 932.07 935.05 947.23

0 0.0014 0.0116 0.0129 0.0228 0.0232 0.0259 0.0259 0.0347 0.037 0.0413 0-110 -109.9 -105.1 -103.9 -90.9 -90.3 -85.4 -85.4 -65.7 -59.6 -47.4 -36.3

Span 1Locat mm



Slope #.#Height mm

1 367.5 680 1089 1499 1501 1725 2125 2525 3366 4207 5050 5891 6732131.23 133.09 133.4 133.82 134.23 134.23 134.46 134.87 135.28 136.14 137.01 137.88 138.76 138.68

1049.83 1064.71 1067.22 1070.53 1073.85 1073.87 1075.69 1078.95 1082.22 1089.12 1096.07 1103.08 1110.11 1109.4118.8 119.89 119.98 120.19 120.48 120.48 120.66 121.02 121.4 122.25 123.1 123.89 124.6 124.42

950.43 959.14 959.83 961.49 963.8 963.81 965.27 968.13 971.21 978.03 984.79 991.08 996.77 995.350 -0.0595 -0.0555 -0.0503 -0.045 -0.045 -0.0421 -0.037 -0.0319 -0.0211 -0.0104 0.0004 0.0112 0.022

-36.3 -49.3 -67.3 -89 -108.5 -108.6 -118.4 -134.2 -148 -170.3 -183.5 -187.7 -182.8 -168.9




7575 7975 8375 8599 8601 9010 9420 9732.5 10099137.79 137.38 136.96 136.73 136.73 136.31 135.89 135.56 133.65

1102.36 1099.03 1095.71 1093.85 1093.84 1090.46 1087.08 1084.52 1069.2123.56 123.17 122.81 122.63 122.63 122.34 122.14 122.06 120.96988.45 985.35 982.49 981.03 981.02 978.73 977.1 976.46 967.690.0328 0.0379 0.043 0.0459 0.0459 0.0511 0.0564 0.0604 0-145.8 -131.7 -115.5 -105.5 -105.4 -85.6 -63.5 -45.3 -32.2

Span 2Locat mm



Slope #.#Height mm

1 367.5 680 884 1088 1292 1499 1501 1700 1725 2283 2841 3400 3958133.65 132.19 131.88 131.67 131.46 131.25 131.04 131.04 130.84 130.81 130.25 129.69 129.13 129.69

1069.19 1057.56 1055.01 1053.34 1051.68 1050.03 1048.35 1048.33 1046.72 1046.52 1042.01 1037.53 1033.05 1037.52120.56 119 118.62 118.39 118.17 117.96 117.76 117.76 117.57 117.55 117.04 116.54 116.06 116.54964.47 952.03 948.97 947.13 945.38 943.72 942.1 942.08 940.57 940.38 936.3 932.36 928.46 932.35

0 -0.0414 -0.0372 -0.0344 -0.0316 -0.0288 -0.026 -0.0259 -0.0232 -0.0229 -0.0153 -0.0076 0 0.0076-32.2 -43.3 -55.6 -62.9 -69.6 -75.8 -81.4 -81.5 -86.4 -86.9 -97.6 -104 -106.1 -104




4516 5075 5100 5299 5301 5505 5709 5913 6120 6432.5 6799130.25 130.81 130.84 131.04 131.04 131.25 131.46 131.67 131.88 132.19 133.65

1042 1046.52 1046.72 1048.33 1048.35 1050 1051.66 1053.32 1055.01 1057.56 1069.19117.04 117.55 117.57 117.76 117.76 117.96 118.17 118.39 118.62 119 120.56

936.3 940.38 940.57 942.08 942.1 943.69 945.36 947.1 948.97 952.03 964.470.0152 0.0229 0.0232 0.0259 0.026 0.0288 0.0315 0.0343 0.0372 0.0414 0

-97.6 -86.9 -86.4 -81.5 -81.4 -75.8 -69.7 -63 -55.6 -43.3 -32.2

Span 3Locat mm



Slope #.#Height mm

1 367.5 680 1089 1499 1501 1725 2125 2525 3366 4207 5050 5891 6732133.65 135.56 135.89 136.31 136.73 136.73 136.96 137.38 137.79 138.67 138.76 137.88 137.01 136.141069.2 1084.52 1087.08 1090.45 1093.84 1093.85 1095.71 1099.03 1102.36 1109.39 1110.1 1103.04 1096.05 1089.1120.96 122.06 122.14 122.34 122.63 122.63 122.81 123.17 123.56 124.42 124.59 123.88 123.1 122.25967.69 976.47 977.1 978.73 981.02 981.03 982.49 985.35 988.45 995.34 996.75 991.06 984.77 978.02

0 -0.0604 -0.0564 -0.0512 -0.0459 -0.0459 -0.043 -0.0379 -0.0328 -0.022 -0.0112 -0.0004 0.0103 0.0211-32.2 -45.3 -63.5 -85.5 -105.4 -105.5 -115.5 -131.7 -145.8 -168.8 -182.8 -187.7 -183.5 -170.3




7575 7975 8375 8599 8601 9010 9420 9732.5 10099135.27 134.86 134.46 134.23 134.23 133.81 133.4 133.08 131.22

1082.18 1078.92 1075.66 1073.84 1073.82 1070.51 1067.19 1064.67 1049.79121.4 121.01 120.66 120.47 120.47 120.18 119.98 119.89 118.8

971.18 968.1 965.25 963.79 963.77 961.47 959.8 959.12 950.40.0319 0.037 0.0421 0.045 0.045 0.0503 0.0555 0.0595 0

-148 -134.2 -118.4 -108.6 -108.5 -89 -67.3 -49.3 -36.3

Span 4Locat mm



Slope #.#Height mm

1 367.5 680 850 1499 1501 1700 1725 2450 2550 3300 3399131.22 129.8 129.49 129.32 128.67 128.67 128.47 128.44 127.73 127.63 126.89 126.79

1049.78 1038.39 1035.89 1034.53 1029.35 1029.34 1027.76 1027.56 1021.82 1021.03 1015.13 1014.36118.4 116.88 116.51 116.32 115.67 115.67 115.48 115.46 114.8 114.71 114.05 113.96

947.21 935.03 932.04 930.54 925.36 925.35 923.84 923.65 918.4 917.69 912.39 911.690 -0.0413 -0.037 -0.0347 -0.0259 -0.0259 -0.0232 -0.0228 -0.0129 -0.0116 -0.0014 0

-36.3 -47.4 -59.6 -65.7 -85.4 -85.4 -90.3 -90.9 -103.9 -105.1 -109.9 -110


Tendon 1 : Column Strip - Gross Extension: 229.8mm - 3 - 4/12.7

3400

1

13500

2

20300

3

30400

4

mm

110

120

130

140

100

kN

114

122

115

122

114

Transfer Service Average

Tendon 1 : Middle Strip - Gross Extension: 231.4mm - 2 - 4/12.7

3400

1

13500

2

20300

3

30400

4

mm

110

120

130

140

100

kN

116

122118

122

116

Transfer Service Average

Tendon Actions Distributed Forces Induced By Tendon Shape - Tendon 1 : Column Strip - 3 - 4/12.7LoadNo.

PrestressForce

Ref ColNo.

StartLocation

StartValue

EndLocation

EndValue

TransferFactor

# kN A mm kN/m mm kN/m #.#1 1532.61 0 0 -34.39 1687.9 -34.39 1.12022 1532.61 0 1687.9 273.64 1900 273.64 1.12023 1635.07 1 1500 291.76 1857.1 291.76 1.12084 1635.07 1 1857.1 -35.33 8190.1 -35.33 1.12085 1635.07 1 8190.1 291.76 8600 291.76 1.12086 1543.14 2 1500 276.42 1717.4 276.42 1.11657 1543.14 2 1717.4 -35.71 5082.6 -35.71 1.11658 1543.14 2 5082.6 276.42 5300 276.42 1.11659 1634.68 3 1500 291.69 1911.8 291.69 1.1208

10 1634.68 3 1911.8 -35.53 8241 -35.53 1.120811 1634.68 3 8241 291.69 8600 291.69 1.120812 1532.05 4 1500 273.54 1712.1 273.54 1.120213 1532.05 4 1712.1 -34.37 3400 -34.37 1.1202

Moments From Anchorage Eccentricity - Tendon 1 : Column Strip - 3 - 4/12.7Moment

Starte Prestress

ForceSpanNo.

Location TransferFactor

MomentEnd

e PrestressForce

SpanNo.


kNm mm kN # mm #.# kNm mm kN # mm #.#3.42 -2.5 1532.61 0 0 1.1202 -3.42 -2.5 1532.05 4 3400 1.1202

Forces From Changes In Centroids - Tendon 1 : Column Strip - 3 - 4/12.7Point Loads Point Moments

RefCol

DistanceFrom Col

PrestressForce

ChangeOf Slope

VerticalLoad

Charge OfCentroid

AppliedMoment

TransferFactor

A mm kN #.# kN mm kN/m #.#0 1900 1532.61 0 0 48.1 65.86 1.12021 1500 1635.07 0 0 -48.1 -70.22 1.12081 8600 1635.07 0 0 48.1 70.22 1.12082 1500 1543.14 0 0 -48.1 -66.53 1.11652 5300 1543.14 0 0 48.1 66.53 1.11653 1500 1634.68 0 0 -48.1 -70.2 1.12083 8600 1634.68 0 0 48.1 70.2 1.12084 1500 1532.05 0 0 -48.1 -65.83 1.1202

Distributed Forces Induced By Tendon Shape - Tendon 1 : Middle Strip - 2 - 4/12.7LoadNo.

PrestressForce

Ref ColNo.

StartLocation

StartValue

EndLocation

EndValue

TransferFactor

# kN A mm kN/m mm kN/m #.#1 1028.27 0 0 -12.59 3183.2 -12.59 1.11192 1028.27 0 3183.2 184.95 3400 184.95 1.1119


LoadNo.

PrestressForce

Ref ColNo.

StartLocation

StartValue

EndLocation

EndValue

TransferFactor

# kN A mm kN/m mm kN/m #.#3 1090.53 1 0 195.9 301.8 195.9 1.11344 1090.53 1 301.8 -12.54 9794.1 -12.54 1.11345 1090.53 1 9794.1 195.9 10100 195.9 1.11346 1047.21 2 0 188.31 217.4 188.31 1.11227 1047.21 2 217.4 -12.86 6582.6 -12.86 1.11228 1047.21 2 6582.6 188.31 6800 188.31 1.11229 1090.51 3 0 195.9 305.9 195.9 1.1134

10 1090.51 3 305.9 -12.54 9798.2 -12.54 1.113411 1090.51 3 9798.2 195.9 10100 195.9 1.113412 1028.24 4 0 184.95 216.8 184.95 1.111913 1028.24 4 216.8 -12.59 3400 -12.59 1.1119

Moments From Anchorage Eccentricity - Tendon 1 : Middle Strip - 2 - 4/12.7Moment

Starte Prestress

ForceSpanNo.


MomentEnd

e PrestressForce

SpanNo.


kNm mm kN # mm #.# kNm mm kN # mm #.#2.31 -2.5 1028.27 0 0 1.1119 -2.31 -2.5 1028.24 4 3400 1.1119

Forces from Tendon Profiles - Tendon 1 : Column Strip - 3 - 4/12.7

3400

1

13500

2

20300

3

30400

4

mm

80

160

240

320

0

kN/m

-34.4 -35.3 -35.7 -35.5 -34.4

Forces from Changes in Section - Tendon 1 : Column Strip - 3 - 4/12.7

3400

1

13500

2

20300

3

30400

4

mm

20

40

60

80

100

0

kN

Forces from Tendon Profiles - Tendon 1 : Middle Strip - 2 - 4/12.7

3400

1

13500

2

20300

3

30400

4

mm

50

100

150

200

0

kN/m

-12.6 -12.5 -12.9 -12.5 -12.6

Secondary Forces Tendon 1 : Column StripSpanNo.

End TendonDepth

CentroidDepth

e Peff. MTotal MSec Reaction TransferFactor

# A mm mm mm kN kNm kNm kN #.#0 Left 110 112.5 2.5 1368.18 -3.42 0 0 00 Right 69.7 160.6 90.9 1368.18 124.41 0 0 01 Left 69.7 160.6 90.9 1458.82 -169.73 37.08 -8.39 01 Right 32.2 160.6 128.4 1420.46 143.61 -38.83 8.39 02 Left 32.2 160.6 128.4 1420.46 -89.51 -92.93 0.04 0


SpanNo.

End TendonDepth

CentroidDepth


# A mm mm mm kN kNm kNm kN #.#2 Right 32.2 160.6 128.4 1420.27 89.74 -92.67 -0.04 03 Left 32.2 160.6 128.4 1420.27 -144.08 -38.33 8.38 03 Right 69.7 160.6 90.9 1458.43 170.1 37.48 -8.38 04 Left 69.7 160.6 90.9 1367.69 -124.37 -0 0 04 Right 110 112.5 2.5 1367.69 3.42 0 -0 0

Tendon 1 : Middle StripSpanNo.

End TendonDepth

CentroidDepth


# A mm mm mm kN kNm kNm kN #.#0 Left 110 112.5 2.5 924.76 -2.31 0 0 00 Right 36.3 112.5 76.2 924.76 70.47 0 0 01 Left 36.3 112.5 76.2 979.49 -105.53 30.9 -0.63 01 Right 32.2 112.5 80.3 960.52 102.25 25.12 0.63 02 Left 32.2 112.5 80.3 960.52 -62.17 -14.96 0 02 Right 32.2 112.5 80.3 960.51 62.17 -14.96 0 03 Left 32.2 112.5 80.3 960.51 -102.25 25.12 0.63 03 Right 36.3 112.5 76.2 979.48 105.53 30.9 -0.63 04 Left 36.3 112.5 76.2 924.73 -70.46 0 0 04 Right 110 112.5 2.5 924.73 2.31 0 0 0

Bending Moments Load Cases Column Actions

Col No. 1 SecondaryTransfer

SecondaryService

PrestressTransfer

PrestressService

SelfWeight

LiveLoad

Moment Above kNmMoment Below kNmReaction kNElastic Rotation #.#Elastic Axial Shortening mm

-49.21 -43.95 -49.21 -43.95 81.01 44.16-40.8 -36.44 -40.8 -36.44 67.18 36.62-9.02 -8.09 -9.78 -8.73 408.78 208.3

0 0 -2.39e-4 -2.14e-4 3.94e-4 2.15e-40 0 0 0 -0.2 -0


SecondaryService

PrestressTransfer

PrestressService

SelfWeight

Live Load


57.69 51.49 57.69 51.49 -88.41 -48.0447.84 42.7 47.84 42.7 -73.31 -39.83

9.07 8.13 9.82 8.76 407.15 207.440 0 2.8e-4 2.5e-4 -4.3e-4 -2.33e-40 0 -0 -0 -0.2 -0


SecondaryService

PrestressTransfer

PrestressService

SelfWeight

LiveLoad


-57.83 -51.61 -57.83 -51.61 88.41 48.04-47.95 -42.8 -47.95 -42.8 73.31 39.83

8.97 8.04 9.73 8.68 407.14 207.440 0 -2.81e-4 -2.51e-4 4.3e-4 2.33e-40 0 -0 -0 -0.2 -0


SecondaryService

PrestressTransfer

PrestressService

SelfWeight

Live Load


49.46 44.17 49.46 44.17 -81.01 -44.1641.02 36.63 41.02 36.63 -67.18 -36.62-9.01 -8.08 -9.77 -8.71 408.78 208.3

0 0 2.4e-4 2.15e-4 -3.94e-4 -2.15e-40 0 0 0 -0.2 -0

Secondary Transfer Total Panel Column Moments And ReactionsColNo.

MomentAbove

MomentBelow

Reaction

kNm kNm kN1 -49.21 -40.8 -9.022 57.69 47.84 9.073 -57.83 -47.95 8.974 49.46 41.02 -9.01

Moment Shear Diagram - Column StripSpan 0 Locat mm 1 100 850 950 1675 1700 1899 1901 2550 2720 3032.5 3399

Moment kNmShear kN

0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0


Span 1 Locat mm 1 367.5 680 1089 1499 1501 1725 2125 2525 3366 4207 5050 5891 6732 7575Moment kNmShear kN

41.56 38.49 35.86 32.43 28.99 28.97 27.09 23.74 20.38 13.32 6.26 -0.81 -7.87 -14.93 -22-8.39 -8.39 -8.39 -8.39 -8.39 -8.39 -8.39 -8.39 -8.39 -8.39 -8.39 -8.39 -8.39 -8.39 -8.39

Span 1 Locat mm 7975 8375 8599 8601 9010 9420 9732.5 10099Moment kNmShear kN

-25.36 -28.72 -30.6 -30.61 -34.05 -37.49 -40.11 -43.19-8.39 -8.39 -8.39 -8.39 -8.39 -8.39 -8.39 -8.39


-104.05 -104.03 -104.02 -104.01 -104 -103.99 -103.98 -103.98 -103.97 -103.97 -103.95 -103.92 -103.9 -103.88 -103.850.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04

Span 2 Locat mm 5075 5100 5299 5301 5505 5709 5913 6120 6432.5 6799Moment kNmShear kN

-103.83 -103.83 -103.82 -103.82 -103.81 -103.8 -103.79 -103.78 -103.77 -103.750.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04


-42.63 -39.56 -36.94 -33.51 -30.08 -30.06 -28.18 -24.83 -21.48 -14.43 -7.38 -0.31 6.74 13.79 20.868.38 8.38 8.38 8.38 8.38 8.38 8.38 8.38 8.38 8.38 8.38 8.38 8.38 8.38 8.38


24.21 27.56 29.44 29.46 32.89 36.32 38.94 42.018.38 8.38 8.38 8.38 8.38 8.38 8.38 8.38

Span 4 Locat mm 1 367.5 680 850 1499 1501 1700 1725 2450 2550 3300 3399Moment kNmShear kN

-0 -0 -0 -0 -0 -0 -0 -0 -0 -0 0 00 0 0 0 0 0 0 0 0 0 0 0

Moment Shear Diagram - Middle StripSpan 0 Locat mm 1 100 850 950 1675 1700 1899 1901 2550 2720 3032.5 3399

Moment kNmShear kN

0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0

Span 1 Locat mm 1 367.5 680 1089 1499 1501 1725 2125 2525 3366 4207 5050 5891 6732 7575 7975 8375Moment kNmShear kN

34.38 34.15 33.95 33.69 33.43 33.43 33.29 33.04 32.79 32.26 31.73 31.19 30.66 30.13 29.6 29.35 29.1-0.63 -0.63 -0.63 -0.63 -0.63 -0.63 -0.63 -0.63 -0.63 -0.63 -0.63 -0.63 -0.63 -0.63 -0.63 -0.63 -0.63

Span 1 Locat mm 8599 8601 9010 9420 9732.5 10099Moment kNmShear kN

28.96 28.95 28.7 28.44 28.24 28.01-0.63 -0.63 -0.63 -0.63 -0.63 -0.63


-16.66 -16.66 -16.66 -16.66 -16.66 -16.66 -16.66 -16.66 -16.66 -16.66 -16.66 -16.66 -16.66 -16.66 -16.66 -16.66 -16.660 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


-16.66 -16.66 -16.66 -16.66 -16.66 -16.66 -16.66 -16.660 0 0 0 0 0 0 0


28.01 28.24 28.44 28.7 28.95 28.96 29.1 29.35 29.6 30.13 30.66 31.19 31.72 32.25 32.79 33.04 33.290.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63


33.43 33.43 33.69 33.95 34.15 34.380.63 0.63 0.63 0.63 0.63 0.63


0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0

Moment : Column Strip 3400

1

13500

2

20300

3

30400

4

mm

200

400

-200

-400

-600

-800

0

kNm

0 0 38.5-0.812

-40.1 -104

-104

-104 -39.6

-0.3138.9 0 0

Shear : Column Strip 3400

1

13500

2

20300

3

30400

4

mm

100 200 300 400

-100 -200 -300 -400

0

kN

0 0 -8.39 -8.39

0.043 0.043 8.38 8.38 0 0


Moment : Middle Strip 3400

1

13500

2

20300

3

30400

4

mm

200

400

-200

-400

-600

-800

0

kNm

0 0 34.1

31.2

28.2 -16.7

-16.7

-16.7 28.2

31.2

34.1 0 0

Shear : Middle Strip 3400

1

13500

2

20300

3

30400

4

mm

100 200 300 400

-100 -200 -300 -400

0

kN

0 0 -0.631 -0.631 0 0

0.631 0.631 0 0

Secondary Service Total Panel Column Moments And ReactionsColNo.

MomentAbove

MomentBelow

Reaction

kNm kNm kN1 -43.95 -36.44 -8.092 51.49 42.7 8.133 -51.61 -42.8 8.044 44.17 36.63 -8.08


Moment kNmShear kN

0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0


37.07 34.32 31.97 28.89 25.81 25.8 24.11 21.11 18.1 11.78 5.46 -0.87 -7.19 -13.51 -19.85 -22.86 -25.86-7.52 -7.52 -7.52 -7.52 -7.52 -7.52 -7.52 -7.52 -7.52 -7.52 -7.52 -7.52 -7.52 -7.52 -7.52 -7.52 -7.52


-27.55 -27.56 -30.63 -33.72 -36.06 -38.82-7.52 -7.52 -7.52 -7.52 -7.52 -7.52


-92.93 -92.92 -92.9 -92.9 -92.89 -92.88 -92.87 -92.87 -92.86 -92.86 -92.84 -92.82 -92.8 -92.78 -92.75 -92.73 -92.730.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04


-92.72 -92.72 -92.72 -92.71 -92.7 -92.69 -92.68 -92.670.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04


-38.33 -35.58 -33.23 -30.16 -27.08 -27.07 -25.39 -22.38 -19.38 -13.07 -6.75 -0.43 5.89 12.2 18.53 21.53 24.537.51 7.51 7.51 7.51 7.51 7.51 7.51 7.51 7.51 7.51 7.51 7.51 7.51 7.51 7.51 7.51 7.51


26.21 26.23 29.3 32.38 34.72 37.477.51 7.51 7.51 7.51 7.51 7.51


-0 -0 -0 -0 -0 -0 -0 -0 -0 -0 0 00 0 0 0 0 0 0 0 0 0 0 0


Moment kNmShear kN

0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0


30.9 30.69 30.51 30.27 30.04 30.04 29.91 29.68 29.45 28.97 28.49 28.01 27.53 27.05 26.56 26.33 26.11-0.57 -0.57 -0.57 -0.57 -0.57 -0.57 -0.57 -0.57 -0.57 -0.57 -0.57 -0.57 -0.57 -0.57 -0.57 -0.57 -0.57


25.98 25.98 25.74 25.51 25.33 25.12-0.57 -0.57 -0.57 -0.57 -0.57 -0.57


-14.96 -14.96 -14.96 -14.96 -14.96 -14.96 -14.96 -14.96 -14.96 -14.96 -14.96 -14.96 -14.96 -14.96 -14.96 -14.96 -14.960 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



-14.96 -14.96 -14.96 -14.96 -14.96 -14.96 -14.96 -14.960 0 0 0 0 0 0 0


25.12 25.33 25.51 25.74 25.98 25.98 26.1 26.33 26.56 27.04 27.52 28.01 28.49 28.97 29.45 29.68 29.910.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57


30.04 30.04 30.27 30.51 30.69 30.90.57 0.57 0.57 0.57 0.57 0.57


0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0


1

13500

2

20300

3

30400

4

mm

200

400

-200

-400

-600

-800

0

kNm

0 0 34.3-0.874

-36.1 -92.9

-92.8

-92.7 -35.6

-0.42734.7 -0.001 0


1

13500

2

20300

3

30400

4

mm

100 200 300 400

-100 -200 -300 -400

0

kN

0 0 -7.52 -7.52

0.039 0.039 7.51 7.51 0 0


1

13500

2

20300

3

30400

4

mm

200

400

-200

-400

-600

-800

0

kNm

0 0 30.7

28

25.3 -15

-15

-15 25.3

28

30.7 0 0


1

13500

2

20300

3

30400

4

mm

100 200 300 400

-100 -200 -300 -400

0

kN

0 0 -0.572 -0.572 0 0

0.572 0.572 0 0

Prestress Transfer Total Panel Column Moments And ReactionsColNo.

MomentAbove

MomentBelow

Reaction

kNm kNm kN1 -49.21 -40.8 -9.782 57.69 47.84 9.823 -57.83 -47.95 9.73


ColNo.

MomentAbove

MomentBelow

Reaction

kNm kNm kN4 49.46 41.02 -9.77


Moment kNmShear kN

3.83 4.02 17.75 21.21 57.87 59.47 65.6 139.37 139.37 139.37 139.37 139.370.04 3.85 32.74 36.59 64.52 61.3 0.31 0 0 0 0 0

Span 1 Locat mm 1 367.5 680 1089 1499 1501 1725 2125 2525 3366 4207 5050 5891 6732 7575 7975Moment kNmShear kN

190.24 186.95 184.15 180.48 176.8 98.08 87.79 41.77 -1.12 -70.61 -112.1 -125.58 -110.98 -68.37 2.44 45.89-8.98 -8.98 -8.98 -8.98 -8.98 -9.3 -82.56 -115.13 -99.29 -65.98 -32.68 0.7 34.01 67.31 100.7 116.54

Span 1 Locat mm 8375 8599 8601 9010 9420 9732.5 10099Moment kNmShear kN

89.41 95.67 174.36 170.69 167 164.2 160.9164.6 -8.65 -8.98 -8.98 -8.98 -8.98 -8.98


100.05 100.06 100.07 100.08 100.09 100.1 100.11 25.83 19.66 18.04 -13 -31.62 -37.83 -31.6 -12.95 18.170.04 0.04 0.04 0.04 0.04 0.04 0.04 -0.27 -61.69 -66.74 -44.49 -22.25 0.04 22.29 44.53 66.82

Span 2 Locat mm 5100 5299 5301 5505 5709 5913 6120 6432.5 6799Moment kNmShear kN

19.8 25.98 100.26 100.27 100.27 100.28 100.29 100.3 100.3261.77 0.35 0.04 0.04 0.04 0.04 0.04 0.04 0.04


161.44 164.72 167.52 171.19 174.86 96.2 89.93 46.27 2.58 -68.5 -111.42 -126.18 -112.7 -71.06 -1.06 42.068.96 8.96 8.96 8.96 8.96 8.64 -64.6 -117.19 -101.26 -67.78 -34.29 -0.72 32.77 66.26 99.82 115.75


88.25 98.53 177.23 180.9 184.57 187.38 190.6682.53 9.29 8.96 8.96 8.96 8.96 8.96


139.31 139.31 139.31 139.31 139.31 65.57 59.44 57.84 21.2 17.74 4.02 3.830 0 0 0 0 -0.31 -61.28 -64.49 -36.58 -32.73 -3.85 -0.04


Moment kNmShear kN

2.57 2.64 7.63 8.89 22.22 22.81 27.82 27.87 48.1 54.37 66.96 78.350.01 1.4 11.9 13.3 23.46 23.81 26.59 26.62 35.71 38.09 42.47 0.21


117.48 102.95 83.1 59.17 37.53 37.43 26.61 9.02 -6.33 -31.32 -46.44 -51.68 -47.02 -32.49 -8.01 7.08 24.4-1.02 -65.72 -61.35 -55.64 -49.92 -49.89 -46.76 -41.18 -35.59 -23.85 -12.1 -0.33 11.41 23.16 34.93 40.51 46.1


35.08 35.18 56.49 80.2 99.85 113.8449.23 49.25 54.97 60.69 65.05 -0.58


69.17 57.55 44.69 37.05 30.01 23.56 17.62 17.57 12.45 11.84 0.7 -5.99 -8.22 -5.99 0.69 11.84 12.45-0.21 -43.38 -38.91 -35.99 -33.07 -30.15 -27.19 -27.16 -24.32 -23.96 -15.98 -8 -0 7.98 15.96 23.96 24.32


17.57 17.62 23.47 29.91 36.94 44.69 57.55 69.1727.16 27.19 30.11 33.03 35.94 38.91 43.38 0.21


113.84 99.85 80.2 56.54 35.18 35.08 24.4 7.08 -8.01 -32.44 -47 -51.68 -46.47 -31.37 -6.33 9.02 26.610.58 -65.05 -60.69 -54.98 -49.25 -49.23 -46.1 -40.51 -34.93 -23.18 -11.44 0.33 12.08 23.82 35.59 41.18 46.76


37.43 37.53 59.12 83.1 102.95 117.4749.89 49.92 55.63 61.35 65.72 1.02


78.35 66.96 54.37 48.1 27.87 27.82 22.81 22.22 8.89 7.63 2.64 2.57-0.21 -42.47 -38.09 -35.71 -26.62 -26.59 -23.81 -23.46 -13.3 -11.9 -1.4 -0.01


1

13500

2

20300

3

30400

4

mm

200

400

-200

-400

-600

-800

0

kNm

4.02139 187

-126164 100 -37.8 100 165

-126187 139

4.02



1

13500

2

20300

3

30400

4

mm

100 200 300 400

-100 -200 -300 -400

0

kN

3.85

0 -8.98 -8.98

0.04 0.039 8.96 8.96 0

-3.85


1

13500

2

20300

3

30400

4

mm

200

400

-200

-400

-600

-800

0

kNm

2.64 67 103

-51.7

99.8 57.5

-8.22

57.5 99.8

-51.7

103 67 2.64


1

13500

2

20300

3

30400

4

mm

100 200 300 400

-100 -200 -300 -400

0

kN

1.4 38.1

-61.4

60.7

-38.9

38.9

-60.7

61.4

-38.1 -1.4

Prestress Service Total Panel Column Moments And ReactionsColNo.

MomentAbove

MomentBelow

Reaction

kNm kNm kN1 -43.95 -36.44 -8.732 51.49 42.7 8.763 -51.61 -42.8 8.684 44.17 36.63 -8.71


Moment kNmShear kN

3.42 3.59 15.84 18.94 51.66 53.09 58.56 124.41 124.41 124.41 124.41 124.410.03 3.44 29.23 32.67 57.6 54.73 0.27 0 0 0 0 0


169.73 166.79 164.29 161.02 157.74 87.5 78.33 37.27 -0.99 -62.99 -100 -112.02 -98.99 -60.97 2.22 40.98-8 -8 -8 -8 -8 -8.29 -73.65 -102.71 -88.58 -58.86 -29.15 0.64 30.35 60.06 89.85 103.98


79.81 85.4 155.61 152.33 149.05 146.55 143.6257.64 -7.71 -8 -8 -8 -8 -8


89.51 89.52 89.53 89.54 89.54 89.55 89.56 23.03 17.51 16.05 -11.74 -28.42 -33.98 -28.4 -11.71 16.170.04 0.04 0.04 0.04 0.04 0.04 0.04 -0.24 -55.25 -59.78 -39.85 -19.93 0.04 19.96 39.89 59.85


17.63 23.17 89.69 89.7 89.71 89.71 89.72 89.73 89.7455.32 0.31 0.03 0.03 0.03 0.03 0.03 0.03 0.03


144.08 147.01 149.51 152.78 156.06 85.87 80.28 41.32 2.34 -61.08 -99.38 -112.55 -100.53 -63.39 -0.94 37.527.99 7.99 7.99 7.99 7.99 7.7 -57.64 -104.56 -90.35 -60.48 -30.6 -0.65 29.23 59.11 89.05 103.26


78.73 87.91 158.12 161.39 164.67 167.16 170.0973.62 8.28 7.99 7.99 7.99 7.99 7.99


124.37 124.37 124.37 124.37 124.37 58.54 53.07 51.64 18.93 15.84 3.59 3.420 0 0 0 0 -0.27 -54.71 -57.58 -32.65 -29.22 -3.44 -0.03



Moment kNmShear kN

2.31 2.37 6.86 8 19.98 20.51 25.02 25.07 43.26 48.9 60.22 70.470.01 1.26 10.71 11.96 21.1 21.41 23.92 23.94 32.12 34.26 38.19 0.18


105.53 92.49 74.66 53.17 33.73 33.64 23.92 8.12 -5.67 -28.12 -41.7 -46.41 -42.23 -29.17 -7.19 6.36 21.92-0.92 -59.03 -55.11 -49.98 -44.84 -44.81 -42 -36.99 -31.97 -21.42 -10.87 -0.3 10.25 20.8 31.37 36.39 41.4


31.51 31.6 50.74 72.03 89.68 102.2544.21 44.24 49.37 54.51 58.43 -0.53


62.17 51.72 40.16 33.29 26.96 21.16 15.82 15.78 11.17 10.63 0.61 -5.4 -7.41 -5.41 0.6 10.63 11.17-0.19 -39 -34.98 -32.36 -29.73 -27.11 -24.45 -24.42 -21.86 -21.54 -14.36 -7.19 -0 7.18 14.35 21.54 21.86


15.77 15.82 21.08 26.87 33.19 40.16 51.72 62.1724.42 24.45 27.07 29.69 32.32 34.98 39 0.19


102.25 89.68 72.03 50.79 31.6 31.51 21.92 6.36 -7.19 -29.13 -42.21 -46.41 -41.72 -28.17 -5.67 8.12 23.910.53 -58.43 -54.51 -49.38 -44.24 -44.21 -41.4 -36.39 -31.37 -20.82 -10.27 0.3 10.85 21.4 31.97 36.98 42


33.64 33.73 53.11 74.65 92.49 105.5344.81 44.84 49.97 55.11 59.03 0.92


70.46 60.22 48.9 43.26 25.07 25.02 20.51 19.98 7.99 6.86 2.37 2.31-0.18 -38.19 -34.26 -32.11 -23.94 -23.92 -21.41 -21.1 -11.96 -10.7 -1.26 -0.01


1

13500

2

20300

3

30400

4

mm

200

400

-200

-400

-600

-800

0

kNm

3.59124 167

-112 147 89.5-34

89.7 147 -113167 124

3.59


1

13500

2

20300

3

30400

4

mm

100 200 300 400

-100 -200 -300 -400

0

kN

3.44

0 -8 -8

0.035 0.035 7.99 7.99 0

-3.44


1

13500

2

20300

3

30400

4

mm

200

400

-200

-400

-600

-800

0

kNm

2.37 60.2 92.5

-46.4

89.7 51.7

-7.41

51.7 89.7

-46.4

92.5 60.2 2.37



1

13500

2

20300

3

30400

4

mm

100 200 300 400

-100 -200 -300 -400

0

kN

1.26 34.3

-55.1

54.5

-35

35

-54.5

55.1

-34.3 -1.26

Load Case 1. Self Weight Total Panel Column Moments And ReactionsColNo.

MomentAbove

MomentBelow

Reaction

kNm kNm kN1 81.01 67.18 408.782 -88.41 -73.31 407.153 88.41 73.31 407.144 -81.01 -67.18 408.78


Moment kNmShear kN

0 -0.16 -11.44 -14.29 -44.42 -45.75 -57.09 -57.21 -104.21 -119.15 -149.44 -189.65-0.03 -3.17 -26.91 -30.08 -53.04 -53.83 -60.13 -60.2 -84.65 -91.05 -102.82 -116.63


-293.33 -233.76 -186.96 -131.27 -81.77 -81.55 -57.04 -17.23 17.51 74.03 108.16 119.89 109.17 76.06 20.4 -13.88169.44 155.64 143.87 128.46 113.01 112.95 105.85 93.19 80.52 53.89 27.26 0.57 -26.06 -52.69 -79.38 -92.04


-53.23 -77.48 -77.71 -126.61 -181.96 -228.4 -287.55-104.71 -111.8 -111.87 -127.28 -142.72 -154.49 -168.3


-174.4 -134.18 -103.89 -86.1 -69.88 -55.22 -41.96 -41.84 -30.5 -29.16 -4.5 10.31 15.26 10.33 -4.46 -29.16116.63 102.82 91.05 83.36 75.68 68 60.2 60.13 53.83 53.04 35.37 17.7 0 -17.67 -35.34 -53.04


-30.5 -41.84 -41.96 -55.02 -69.65 -85.85 -103.89 -134.18 -174.4-53.83 -60.13 -60.2 -67.88 -75.57 -83.25 -91.05 -102.82 -116.63


-287.55 -228.4 -181.96 -126.74 -77.71 -77.48 -53.23 -13.88 20.4 75.96 109.12 119.89 108.21 74.14 17.51 -17.23168.3 154.49 142.72 127.31 111.87 111.8 104.71 92.04 79.38 52.75 26.12 -0.57 -27.2 -53.83 -80.52 -93.19


-57.04 -81.55 -81.77 -131.15 -186.96 -233.76 -293.33-105.85 -112.95 -113.01 -128.42 -143.87 -155.64 -169.44


-189.65 -149.44 -119.15 -104.21 -57.21 -57.09 -45.75 -44.42 -14.29 -11.44 -0.16 0116.63 102.82 91.05 84.65 60.2 60.13 53.83 53.04 30.08 26.91 3.17 0.03


Moment kNmShear kN

0 -0.07 -4.9 -6.12 -19.04 -19.61 -24.47 -24.52 -44.66 -51.06 -64.05 -81.28-0.01 -1.36 -11.53 -12.89 -22.73 -23.07 -25.77 -25.8 -36.28 -39.02 -44.07 -49.98


-125.71 -100.18 -80.13 -56.26 -35.05 -34.95 -24.45 -7.39 7.5 31.73 46.35 51.38 46.79 32.6 8.74 -5.95 -22.8172.62 66.7 61.66 55.05 48.43 48.41 45.37 39.94 34.51 23.1 11.68 0.25 -11.17 -22.58 -34.02 -39.45 -44.87


-33.21 -33.3 -54.26 -77.98 -97.89 -123.24-47.91 -47.94 -54.55 -61.17 -66.21 -72.13


-74.74 -57.51 -44.53 -36.9 -29.95 -23.67 -17.98 -17.93 -13.07 -12.5 -1.93 4.42 6.54 4.43 -1.91 -12.5 -13.0749.98 44.07 39.02 35.73 32.43 29.14 25.8 25.77 23.07 22.73 15.16 7.59 0 -7.57 -15.14 -22.73 -23.07


-17.93 -17.98 -23.58 -29.85 -36.79 -44.53 -57.51 -74.74-25.77 -25.8 -29.09 -32.39 -35.68 -39.02 -44.07 -49.98


-123.24 -97.89 -77.98 -54.32 -33.3 -33.21 -22.81 -5.95 8.74 32.55 46.77 51.38 46.38 31.77 7.5 -7.39 -24.4572.13 66.21 61.17 54.56 47.94 47.91 44.87 39.45 34.02 22.61 11.19 -0.25 -11.66 -23.07 -34.51 -39.94 -45.37


-34.95 -35.05 -56.21 -80.13 -100.18 -125.71-48.41 -48.43 -55.04 -61.66 -66.7 -72.62


-81.28 -64.05 -51.06 -44.66 -24.52 -24.47 -19.61 -19.04 -6.12 -4.9 -0.07 049.98 44.07 39.02 36.28 25.8 25.77 23.07 22.73 12.89 11.53 1.36 0.01



1

13500

2

20300

3

30400

4

mm

200

400

-200

-400

-600

-800

0

kNm

-0.158-149

-234

120

-228-134

15.3

-134-228

120

-234-149

-0.158


1

13500

2

20300

3

30400

4

mm

100 200 300 400

-100 -200 -300 -400

0

kN

-3.17-91

144

-143

91

-91

143

-144

913.17


1

13500

2

20300

3

30400

4

mm

200

400

-200

-400

-600

-800

0

kNm

-0.068 -64 -100

51.4

-97.9 -57.5

6.54

-57.5 -97.9

51.4

-100 -64 -0.068


1

13500

2

20300

3

30400

4

mm

100 200 300 400

-100 -200 -300 -400

0

kN

-1.36 -39

61.7

-61.2

39

-39

61.2

-61.7

39 1.36

Load Case 2. Live Load Total Panel Column Moments And ReactionsColNo.

MomentAbove

MomentBelow

Reaction

kNm kNm kN1 44.16 36.62 208.32 -48.04 -39.83 207.443 48.04 39.83 207.444 -44.16 -36.62 208.3


Moment kNmShear kN

0 -0.09 -6.22 -7.77 -24.16 -24.88 -31.05 -31.11 -55.99 -63.7 -79.18 -99.47-0.02 -1.72 -14.64 -16.36 -28.84 -29.27 -32.7 -32.74 -43.91 -46.84 -52.22 -58.53


-155.99 -125.17 -100.72 -71.26 -44.62 -44.49 -31.17 -9.52 9.37 40.1 58.65 65.02 59.18 41.16 10.88 -7.77 -29.1787.24 80.93 75.55 68.51 61.45 61.41 57.56 50.67 43.78 29.3 14.82 0.3 -14.18 -28.66 -43.18 -50.07 -56.96


-42.36 -42.49 -68.81 -98.1 -122.36 -152.96-60.81 -60.85 -67.89 -74.95 -80.33 -86.64

Span 2 Locat mm 1 367.5 680 884 1088 1292 1499 1501 1700 1725 2283 2841 3400 3958 4516 5075 5100Moment kNm -91.48 -71.18 -55.7 -46.51 -38.03 -30.26 -23.12 -23.05 -16.88 -16.16 -2.74 5.31 8 5.32 -2.73 -16.16 -16.88


Span 2 Locat mm 1 367.5 680 884 1088 1292 1499 1501 1700 1725 2283 2841 3400 3958 4516 5075 5100Shear kN 58.53 52.22 46.84 43.33 39.81 36.3 32.74 32.7 29.27 28.84 19.23 9.63 0 -9.61 -19.22 -28.84 -29.27


-23.05 -23.12 -30.15 -37.91 -46.38 -55.7 -71.18 -91.48-32.7 -32.74 -36.25 -39.76 -43.27 -46.84 -52.22 -58.53


-152.96 -122.36 -98.1 -68.88 -42.49 -42.36 -29.17 -7.77 10.88 41.11 59.15 65.02 58.68 40.15 9.37 -9.52 -31.1786.64 80.33 74.95 67.91 60.85 60.81 56.96 50.07 43.18 28.7 14.22 -0.3 -14.78 -29.26 -43.78 -50.67 -57.56


-44.49 -44.62 -71.19 -100.72 -125.17 -155.99-61.41 -61.45 -68.49 -75.55 -80.93 -87.24


-99.47 -79.18 -63.7 -55.99 -31.11 -31.05 -24.88 -24.16 -7.77 -6.22 -0.09 058.53 52.22 46.84 43.91 32.74 32.7 29.27 28.84 16.36 14.64 1.72 0.02


Moment kNmShear kN

0 -0.04 -2.67 -3.33 -10.35 -10.66 -13.31 -13.33 -23.99 -27.3 -33.93 -42.63-0 -0.74 -6.27 -7.01 -12.36 -12.55 -14.01 -14.03 -18.82 -20.07 -22.38 -25.08


-66.85 -53.64 -43.17 -30.54 -19.12 -19.07 -13.36 -4.08 4.01 17.18 25.13 27.86 25.36 17.64 4.66 -3.33 -12.537.39 34.69 32.38 29.36 26.33 26.32 24.67 21.72 18.76 12.56 6.35 0.13 -6.08 -12.28 -18.51 -21.46 -24.41


-18.16 -18.21 -29.49 -42.04 -52.44 -65.55-26.06 -26.08 -29.1 -32.12 -34.43 -37.13


-39.2 -30.51 -23.87 -19.93 -16.3 -12.97 -9.91 -9.88 -7.24 -6.93 -1.18 2.27 3.43 2.28 -1.17 -6.93 -7.2425.08 22.38 20.07 18.57 17.06 15.56 14.03 14.01 12.55 12.36 8.24 4.13 0 -4.12 -8.24 -12.36 -12.55


-9.88 -9.91 -12.92 -16.25 -19.88 -23.87 -30.51 -39.2-14.01 -14.03 -15.53 -17.04 -18.55 -20.07 -22.38 -25.08


-65.55 -52.44 -42.04 -29.52 -18.21 -18.16 -12.5 -3.33 4.66 17.62 25.35 27.86 25.15 17.21 4.01 -4.08 -13.3637.13 34.43 32.12 29.1 26.08 26.06 24.41 21.46 18.51 12.3 6.09 -0.13 -6.34 -12.54 -18.76 -21.72 -24.67


-19.07 -19.12 -30.51 -43.17 -53.64 -66.85-26.32 -26.33 -29.35 -32.38 -34.69 -37.39


-42.63 -33.93 -27.3 -23.99 -13.33 -13.31 -10.66 -10.35 -3.33 -2.67 -0.04 025.08 22.38 20.07 18.82 14.03 14.01 12.55 12.36 7.01 6.27 0.74 0


1

13500

2

20300

3

30400

4

mm

200

400

-200

-400

-600

-800

0

kNm

-0.086-79.2 -125

65

-122 -71.2

8

-71.2 -122

65

-125 -79.2-0.086


1

13500

2

20300

3

30400

4

mm

100 200 300 400

-100 -200 -300 -400

0

kN

-1.72 -46.8

75.6

-75

46.8

-46.8

75

-75.6

46.8 1.72



1

13500

2

20300

3

30400

4

mm

200

400

-200

-400

-600

-800

0

kNm

-0.037-33.9 -53.6

27.9

-52.4 -30.5

3.43

-30.5 -52.4

27.9

-53.6 -33.9-0.037


1

13500

2

20300

3

30400

4

mm

100 200 300 400

-100 -200 -300 -400

0

kN

-0.738 -20.1

32.4

-32.1

20.1

-20.1

32.1

-32.4

20.1 0.738

Load Combinations Column Actions

Col No. 1 Service Service(Reversal)

UltimateFlexure

UltimateFlexure

(Reversal)

UltimateShear

UltimateShear

(Reversal)Moment Above kNmMoment Below kNmReaction kNElastic Rotation #.#Elastic Axial Shortening mm

-4.92 111.49 -61.01 212.75 -14.42 126.39-4.08 92.45 -50.59 176.42 -11.96 104.8

461.49 485.31 491.46 665.13 408.25 798.830 5.42e-4 0 1.25e-3 1.43e-4 8.28e-4

-0.2 -0.2 -0.2 -0.3 -0.2 -0.3


UltimateFlexure

UltimateFlexure

(Reversal)

UltimateShear

UltimateShear


-95.76 -8.72 -180.69 32.35 4.73 -115.23-79.41 -7.23 -149.84 26.83 3.92 -95.55511.77 475.27 702.12 501.77 417.26 844.58

-4.65e-4 0 -1.13e-3 0 -2.27e-4 -8.1e-4-0.2 -0.2 -0.3 -0.2 -0.2 -0.3


UltimateFlexure

UltimateFlexure

(Reversal)

UltimateShear

UltimateShear


8.6 95.64 -32.48 180.57 -4.86 115.117.13 79.31 -26.93 149.73 -4.03 95.45

475.19 511.69 501.68 702.04 417.17 844.50 4.65e-4 0 1.13e-3 2.27e-4 8.1e-4

-0.2 -0.2 -0.2 -0.3 -0.2 -0.3


UltimateFlexure

UltimateFlexure

(Reversal)

UltimateShear

UltimateShear


-111.26 5.15 -212.52 61.24 14.65 -126.16-92.26 4.27 -176.23 50.78 12.15 -104.62485.32 461.5 665.14 491.47 408.26 798.84

-5.41e-4 0 -1.25e-3 0 -1.43e-4 -8.28e-4-0.2 -0.2 -0.3 -0.2 -0.2 -0.3

Ultimate Flexure Total Panel Column Moments And ReactionsColNo.

MomentAbove

MomentBelow

Reaction ReversalMomentAbove

ReversalMomentBelow

ReversalReaction

kNm kNm kN kNm kNm kN1 -61.01 -50.59 491.46 212.75 176.42 665.132 -180.69 -149.84 702.12 32.35 26.83 501.773 -32.48 -26.93 501.68 180.57 149.73 702.044 -212.52 -176.23 665.14 61.24 50.78 491.47


Moment Shear Envelope - Column StripSpan 0 Locat mm 1 100 850 950 1675 1700 1899 1901 2550 2720 3032.5 3399

Moment kNmShear kN

Reverse Moment kNmReverse Shear kN

0 -0.32 -23.06 -28.8 -89.54 -92.23 -115.08 -115.33 -209.04 -238.53 -298.1 -376.79-0.06 -6.38 -54.25 -60.63 -106.91 -108.5 -121.21 -121.34 -167.44 -179.52 -201.71 -227.75

0 -0.14 -10.29 -12.86 -39.98 -41.18 -51.38 -51.49 -93.79 -107.23 -134.5 -170.69-0.03 -2.85 -24.22 -27.07 -47.73 -48.44 -54.12 -54.18 -76.18 -81.94 -92.54 -104.96

Span 1 Locat mm 1 367.5 680 1089 1499 1501 1725 2125 2525 3366 4207 5050 5891 6732Moment kNmShear kN


-557.72 -441.75 -350.4 -241.33 -143.92 -143.47 -95.15 -24.47 10.7 58.88 86.92 94.79 79.68 42.53329.44 303.4 281.21 252.15 223.03 222.89 208.6 108.64 69.28 45.32 21.35 -2.67 -32.19 -56.16

-231.09 -180.68 -141.3 -94.75 -53.78 -53.59 -33.5 19.25 78.25 180.52 240.44 255.2 224.73 149.24143.76 131.33 120.74 106.87 92.97 92.91 86.53 145.24 147.67 98.09 44.41 -9.39 -63.07 -110.98



-14.93 -64.85 -150.03 -202.19 -202.67 -306.83 -423.17 -519.86 -642.1-80.18 -200.18 -225.71 -240.01 -240.14 -269.2 -298.32 -320.52 -346.5533.01 -32.02 -71.63 -94.16 -94.37 -139.69 -190.81 -233.6 -288.01

-164.78 -120.41 -97.43 -103.81 -103.87 -117.74 -131.64 -142.23 -154.66Span 2 Locat mm 1 367.5 680 884 1088 1292 1499 1501 1700 1725 2283 2841 3400 3958

Moment kNmShear kN


-482.83 -397.3 -331.91 -292.97 -256.98 -223.95 -195.7 -195.53 -179.77 -177.9 -142.26 -121.54 -111.04 -121.47246.38 220.35 198.15 183.66 169.17 154.67 83.07 82.98 75.42 74.47 53.27 26.76 10.83 -26.65

-245.18 -212.93 -189.03 -173.58 -150.05 -129 -110.18 -110.01 -94.25 -92.42 -57.62 -29.11 -19.11 -29.0394.21 81.79 71.19 121.46 109.28 97.09 84.73 84.61 73.8 72.44 60.72 35.72 0.04 -35.58

Span 2 Locat mm 4516 5075 5100 5299 5301 5505 5709 5913 6120 6432.5 6799Moment kNmShear kN


-142.12 -177.77 -179.64 -195.39 -195.55 -223.32 -256.29 -292.22 -331.7 -397.06 -482.56-53.15 -74.39 -75.34 -82.9 -82.99 -154.38 -168.87 -183.37 -198.07 -220.27 -246.3-57.48 -92.29 -94.12 -109.86 -110.03 -128.54 -149.54 -173.03 -188.82 -212.7 -244.92-60.59 -72.37 -73.73 -84.54 -84.65 -96.84 -109.02 -121.21 -71.12 -81.71 -94.14



-641.61 -519.37 -422.68 -306.61 -202.19 -201.71 -149.55 -64.37 -14.46 42.88 80.07 95.24 87.4 59.41346.54 320.51 298.31 269.26 240.14 240 225.7 200.17 80.17 56.21 32.24 2.66 -21.3 -45.27

-287.52 -233.12 -190.33 -139.33 -93.89 -93.69 -71.15 -31.54 33.48 149.48 225.06 255.65 240.97 181.15154.65 142.22 131.63 117.76 103.86 103.8 97.42 120.4 164.78 111.1 63.19 9.38 -44.29 -97.97



11.12 -24.04 -94.73 -143.06 -143.5 -240.67 -350 -441.34 -557.31-69.29 -108.65 -208.61 -222.9 -223.04 -252.09 -281.21 -303.41 -329.4578.68 19.67 -33.08 -53.18 -53.36 -94.23 -140.89 -180.28 -230.69

-147.68 -145.25 -86.54 -92.92 -92.98 -106.85 -120.75 -131.34 -143.77Span 4 Locat mm 1 367.5 680 850 1499 1501 1700 1725 2450 2550 3300 3399

Moment kNmShear kN


-376.8 -298.1 -238.53 -209.04 -115.33 -115.08 -92.23 -89.54 -28.8 -23.06 -0.32 0227.75 201.72 179.52 167.44 121.34 121.21 108.5 106.91 60.63 54.25 6.38 0.06

-170.69 -134.5 -107.23 -93.79 -51.49 -51.38 -41.18 -39.98 -12.86 -10.29 -0.14 0104.96 92.54 81.94 76.18 54.18 54.12 48.44 47.73 27.07 24.22 2.85 0.03

Moment Shear Envelope - Middle StripSpan 0 Locat mm 1 100 850 950 1675 1700 1899 1901 2550 2720 3032.5 3399

Moment kNmShear kN


0 -0.14 -9.88 -12.34 -38.37 -39.53 -49.32 -49.43 -89.59 -102.23 -127.76 -161.48-0.03 -2.74 -23.25 -25.99 -45.82 -46.5 -51.95 -52 -71.76 -76.94 -86.45 -97.61

0 -0.06 -4.41 -5.51 -17.13 -17.65 -22.02 -22.07 -40.2 -45.96 -57.64 -73.15-0.01 -1.22 -10.38 -11.6 -20.46 -20.76 -23.19 -23.22 -32.65 -35.12 -39.66 -44.98



-224.01 -173.34 -133.37 -85.54 -42.7 -42.51 -21.2 10.15 26.28 49.16 63.4 69.01 64.76 51.07 28.67143.84 132.68 123.17 110.71 98.23 98.17 92.05 49.21 32.34 22.07 11.8 1.5 -11.15 -21.42 -31.71-84.03 -61.46 -43.75 -22.72 -4.07 -3.99 5.22 28.89 55.23 101.29 129.2 137.75 126.92 96.8 49.2264.26 58.93 54.39 48.45 42.49 42.47 39.73 64.9 65.94 44.69 21.68 -1.38 -24.38 -44.91 -67.97



8.34 -27.11 -48.87 -49.07 -92.63 -141.4 -182.01 -233.43-83.14 -94.09 -100.21 -100.27 -112.72 -125.2 -134.72 -145.8722.41 6.49 -2.57 -2.66 -21 -41.82 -59.33 -81.68

-48.96 -39.11 -41.84 -41.87 -47.81 -53.77 -58.31 -63.63Span 2 Locat mm 1 367.5 680 884 1088 1292 1499 1501 1700 1725 2283 2841 3400 3958 4516

Moment kNmShear kN


-182.06 -145.41 -117.39 -100.71 -85.29 -71.13 -59.03 -58.96 -52.21 -51.41 -36.14 -27.27 -22.78 -27.26 -36.12105.57 94.42 84.9 78.69 72.48 66.27 35.58 35.55 32.31 31.9 22.81 11.45 4.62 -11.44 -22.8-80.21 -66.4 -56.16 -49.54 -39.46 -30.44 -22.38 -22.31 -15.56 -14.77 0.13 12.34 16.62 12.36 0.1640.36 35.04 30.49 52.04 46.82 41.59 36.3 36.25 31.61 31.03 26.01 15.29 0 -15.26 -25.98



-51.41 -52.21 -58.96 -59.03 -70.94 -85.07 -100.47 -117.39 -145.41 -182.06-31.9 -32.31 -35.55 -35.58 -66.18 -72.39 -78.6 -84.9 -94.42 -105.57

-14.77 -15.56 -22.31 -22.38 -30.32 -39.32 -49.39 -56.16 -66.4 -80.21-31.03 -31.61 -36.25 -36.3 -41.52 -46.74 -51.96 -30.49 -35.04 -40.36



-233.43 -182.01 -141.4 -92.74 -49.07 -48.87 -27.11 8.34 28.67 51.02 64.74 69.01 63.42 49.2 26.28145.87 134.72 125.2 112.75 100.27 100.21 94.09 83.14 31.71 21.44 11.17 -1.5 -11.77 -22.05 -32.34-81.68 -59.33 -41.82 -21.04 -2.66 -2.57 6.49 22.41 49.22 96.71 126.87 137.75 129.24 101.38 55.2363.63 58.31 53.77 47.82 41.87 41.84 39.11 48.96 67.97 44.97 24.44 1.38 -21.63 -44.63 -65.94



10.15 -21.2 -42.51 -42.7 -85.43 -133.37 -173.34 -224.01-49.21 -92.05 -98.17 -98.23 -110.68 -123.17 -132.68 -143.8428.88 5.22 -3.99 -4.07 -22.67 -43.75 -61.46 -84.03-64.9 -39.73 -42.47 -42.49 -48.44 -54.39 -58.93 -64.26


Reverse Moment kNm

-161.48 -127.76 -102.23 -89.59 -49.43 -49.32 -39.53 -38.37 -12.34 -9.88 -0.14 097.61 86.45 76.94 71.76 52 51.95 46.5 45.82 25.99 23.25 2.74 0.03

-73.15 -57.64 -45.96 -40.2 -22.07 -22.02 -17.65 -17.13 -5.51 -4.41 -0.06 0


Span 4 Locat mm 1 367.5 680 850 1499 1501 1700 1725 2450 2550 3300 3399Reverse Shear kN 44.98 39.66 35.12 32.65 23.22 23.19 20.76 20.46 11.6 10.38 1.22 0.01

Moment : Column Strip

3400

1

13500

2

20300

3

30400

4

mm

200

400

-200

-400

-600

-800

0

kNm

-298-442

255

-520-397

-19.1

-397-519

256

-441-298

Moment : Column Strip 1 Moment : Column Strip 2

Shear : Column Strip

3400

1

13500

2

20300

3

30400

4

mm

100 200 300 400

-100 -200 -300 -400

0

kN

-180

281

-298

198

-198

298

-281

180

Shear : Column Strip 1 Shear : Column Strip 2

Moment : Middle Strip

3400

1

13500

2

20300

3

30400

4

mm

200

400

-200

-400

-600

-800

0

kNm

-128 -173

138

-182 -145

16.6

-145 -182

138

-173 -128

Moment : Middle Strip 1 Moment : Middle Strip 2

Shear : Middle Strip

3400

1

13500

2

20300

3

30400

4

mm

100 200 300 400

-100 -200 -300 -400

0

kN

-76.9

123

-125

84.9

-84.9

125

-123

76.9

Shear : Middle Strip 1 Shear : Middle Strip 2

Ultimate Shear Total Panel Column Moments And ReactionsColNo.

MomentAbove

MomentBelow


ReversalMomentBelow

ReversalReaction

kNm kNm kN kNm kNm kN1 -14.42 -11.96 408.25 126.39 104.8 798.832 4.73 3.92 417.26 -115.23 -95.55 844.583 -4.86 -4.03 417.17 115.11 95.45 844.54 14.65 12.15 408.26 -126.16 -104.62 798.84


Moment kNmShear kN

0 -0.32 -23.06 -28.8 -89.54 -92.23 -115.08 -115.33 -209.04 -238.53 -298.1 -376.79-0.06 -6.38 -54.25 -60.63 -106.91 -108.5 -121.21 -121.34 -167.44 -179.52 -201.71 -227.75


Span 0 Locat mm 1 100 850 950 1675 1700 1899 1901 2550 2720 3032.5 3399Reverse Moment kNmReverse Shear kN

0 -0.14 -10.29 -12.86 -39.98 -41.18 -51.38 -51.49 -93.79 -107.23 -134.5 -170.69-0.03 -2.85 -24.22 -27.07 -47.73 -48.44 -54.12 -54.18 -76.18 -81.94 -92.54 -104.96



-215.38 -165.84 -127.19 -81.62 -36.18 -36 -16.67 14.28 57.51 94.82 135.51 156.8 180.34 119.9141.38 128.95 118.36 104.49 89.53 89.47 83.09 71.69 56.34 32.37 0 -37.97 -78.7 -125

-560.46 -444.18 -352.57 -243.15 -150.84 -150.39 -101.64 -22.54 29.51 144.36 190.51 190.75 123.31 74.55330.29 304.25 282.06 253 224.94 224.81 210.51 184.98 163.4 109.72 64.44 24.59 -12.33 -43.67



-8.15 -69.02 -154.55 -206.92 -207.4 -307.25 -423.62 -520.33 -642.6-178.8 -201.07 -226.61 -240.9 -241.04 -269.27 -298.39 -320.59 -346.6327.62 -17.5 -52.72 -74.44 -74.64 -123.13 -173.08 -214.98 -268.33

-67.69 -82.35 -93.75 -100.13 -100.19 -114.88 -128.78 -139.37 -151.8Span 2 Locat mm 1 367.5 680 884 1088 1292 1499 1501 1700 1725 2283 2841 3400 3958

Moment kNmShear kN


-204.52 -175.46 -154.28 -139.18 -128.73 -119.68 -111.94 -111.87 -97.3 -96.67 -87.39 -76.02 -68.49 -79.985.5 73.07 62.48 54.72 47.81 40.89 33.87 33.81 25.3 24.59 8.69 -12.82 -37.84 -64.36

-484.79 -398.93 -333.25 -297.18 -260.83 -227.44 -196.59 -196.3 -177.8 -174.53 -111.85 -80.01 -68.49 -75.99247.29 221.26 199.06 185.41 170.92 156.43 141.72 141.59 131.73 130.13 94.52 64.5 37.92 12.92

Span 2 Locat mm 4516 5075 5100 5299 5301 5505 5709 5913 6120 6432.5 6799Moment kNmShear kN


-111.67 -174.4 -177.67 -196.16 -196.44 -226.81 -260.14 -296.43 -333.04 -398.69 -484.52-94.37 -130.05 -131.65 -141.51 -141.65 -156.14 -170.63 -185.12 -198.98 -221.18 -247.21

-87.3 -96.54 -97.17 -111.73 -111.79 -119.39 -128.4 -138.83 -154.07 -175.23 -204.26-8.58 -24.51 -25.22 -33.73 -33.79 -40.71 -47.63 -54.54 -62.4 -73 -85.42



-267.84 -214.49 -172.59 -122.76 -74.16 -73.96 -52.25 -17.03 28.08 74.93 123.74 191.19 191.08 145.01151.79 139.36 128.77 114.9 100.18 100.12 93.74 82.34 67.68 43.72 12.37 -24.6 -64.32 -109.6

-642.11 -519.85 -423.13 -307.03 -206.92 -206.44 -154.08 -68.55 -7.69 120.11 180.64 157.25 135.95 95.31346.62 320.58 298.39 269.33 241.03 240.89 226.6 201.07 178.79 125.11 78.81 37.96 0.04 -32.32



29.93 -22.12 -101.22 -149.98 -150.43 -242.49 -352.16 -443.78 -560.06-163.41 -184.99 -210.52 -224.81 -224.95 -252.94 -282.07 -304.26 -330.3

57.94 14.7 -16.26 -35.58 -35.76 -81.1 -126.79 -165.43 -214.97-56.35 -71.7 -83.1 -89.48 -89.54 -104.47 -118.37 -128.96 -141.39



-170.69 -134.5 -107.23 -93.79 -51.49 -51.38 -41.18 -39.98 -12.86 -10.29 -0.14 0104.96 92.54 81.94 76.18 54.18 54.12 48.44 47.73 27.07 24.22 2.85 0.03-376.8 -298.1 -238.53 -209.04 -115.33 -115.08 -92.23 -89.54 -28.8 -23.06 -0.32 0227.75 201.72 179.52 167.44 121.34 121.21 108.5 106.91 60.63 54.25 6.38 0.06


Moment kNmShear kN


0 -0.14 -9.88 -12.34 -38.37 -39.53 -49.32 -49.43 -89.59 -102.23 -127.76 -161.48-0.03 -2.74 -23.25 -25.99 -45.82 -46.5 -51.95 -52 -71.76 -76.94 -86.45 -97.61

0 -0.06 -4.41 -5.51 -17.13 -17.65 -22.02 -22.07 -40.2 -45.96 -57.64 -73.15-0.01 -1.22 -10.38 -11.6 -20.46 -20.76 -23.19 -23.22 -32.65 -35.12 -39.66 -44.98



-77.3 -55.09 -37.7 -17.09 3.47 3.55 12.43 26.76 46.34 64.56 84.23 95.58 107.9 84.22 31.5863.24 57.91 53.37 47.43 41.02 40.99 38.26 33.37 26.79 16.52 2.65 -13.62 -31.08 -50.92 -73.98

-225.19 -174.38 -134.3 -86.32 -45.67 -45.47 -23.98 10.97 34.34 85.79 107.8 110.13 83.46 64.79 46.91144.2 133.04 123.53 111.08 99.05 98.99 92.87 81.92 72.68 49.67 30.27 13.19 -2.63 -16.07 -26.36



6.55 -29.05 -50.9 -51.1 -92.81 -141.59 -182.22 -233.65-83.53 -94.47 -100.6 -100.65 -112.75 -125.23 -134.75 -145.9128.63 14.59 5.88 5.8 -13.9 -34.22 -51.35 -73.24

-32.64 -37.53 -40.26 -40.29 -46.58 -52.54 -57.08 -62.41Span 2 Locat mm 1 367.5 680 884 1088 1292 1499 1501 1700 1725 2283 2841 3400 3958 4516

Moment kNmShear kN


-62.79 -50.34 -41.27 -34.8 -30.32 -26.45 -23.13 -23.11 -16.86 -16.6 -12.63 -7.76 -4.55 -9.45 -23.0736.63 31.3 26.76 23.44 20.47 17.51 14.5 14.47 10.83 10.52 3.71 -5.51 -16.24 -27.6 -40.46

-182.9 -146.11 -117.97 -102.51 -86.94 -72.63 -59.41 -59.29 -51.36 -49.96 -23.11 -9.47 -6.51 -7.77 -12.62105.97 94.81 85.29 79.44 73.23 67.02 60.72 60.66 56.44 55.75 40.49 27.63 16.24 5.52 -3.69



-49.96 -51.36 -59.29 -59.41 -72.43 -86.72 -102.27 -117.97 -146.11 -182.9-55.75 -56.44 -60.66 -60.72 -66.93 -73.14 -79.35 -85.29 -94.81 -105.97

-16.6 -16.86 -23.11 -23.14 -26.4 -30.26 -34.73 -41.27 -50.34 -62.79-10.52 -10.83 -14.47 -14.5 -17.46 -20.43 -23.39 -26.76 -31.3 -36.63



-73.24 -51.35 -34.22 -13.95 5.8 5.88 14.59 28.63 46.9 64.76 83.45 110.13 107.86 85.89 34.3462.41 57.08 52.54 46.6 40.29 40.26 37.53 32.64 26.36 16.09 2.66 -13.19 -30.21 -49.62 -72.68

-233.65 -182.22 -141.59 -92.92 -51.1 -50.9 -29.05 6.55 31.57 84.12 107.84 95.58 84.23 64.59 46.34145.91 134.75 125.23 112.78 100.65 100.6 94.47 83.53 73.98 50.98 31.13 13.62 -2.63 -16.5 -26.79



10.97 -23.98 -45.47 -45.67 -86.21 -134.3 -174.39 -225.19-81.92 -92.87 -98.99 -99.05 -111.05 -123.53 -133.04 -144.226.75 12.43 3.55 3.47 -17.04 -37.71 -55.09 -77.3

-33.37 -38.26 -40.99 -41.02 -47.42 -53.37 -57.91 -63.24Span 4 Locat mm 1 367.5 680 850 1499 1501 1700 1725 2450 2550 3300 3399

Moment kNmShear kN


-73.15 -57.64 -45.96 -40.2 -22.07 -22.02 -17.65 -17.13 -5.51 -4.41 -0.06 044.98 39.66 35.12 32.65 23.22 23.19 20.76 20.46 11.6 10.38 1.22 0.01

-161.48 -127.76 -102.23 -89.59 -49.43 -49.32 -39.53 -38.37 -12.34 -9.88 -0.14 097.61 86.45 76.94 71.76 52 51.95 46.5 45.82 25.99 23.25 2.74 0.03



3400

1

13500

2

20300

3

30400

4

mm

200

400

-200

-400

-600

-800

0

kNm

-298-444

191

-520-399

-68.5

-399-520

191

-444-298



3400

1

13500

2

20300

3

30400

4

mm

100 200 300 400

-100 -200 -300 -400

0

kN

-180

282

-298

199

-199

298

-282

180



3400

1

13500

2

20300

3

30400

4

mm

200

400

-200

-400

-600

-800

0

kNm

-128 -174

110

-182 -146

-4.55

-146 -182

110

-174 -128



3400

1

13500

2

20300

3

30400

4

mm

100 200 300 400

-100 -200 -300 -400

0

kN

-76.9

124

-125

85.3

-85.3

125

-124

76.9


Service Total Panel Column Moments And ReactionsColNo.

MomentAbove

MomentBelow


ReversalMomentBelow

ReversalReaction

kNm kNm kN kNm kNm kN1 -4.92 -4.08 461.49 111.49 92.45 485.312 -95.76 -79.41 511.77 -8.72 -7.23 475.273 8.6 7.13 475.19 95.64 79.31 511.694 -111.26 -92.26 485.32 5.15 4.27 461.5


Moment kNmShear kN


3.42 3.37 0.05 -0.79 -9.67 -10.09 -20.27 45.42 -18.99 -39.32 -80.45 -134.87-0 -0.93 -7.93 -8.86 -15.63 -19.59 -82.75 -83.11 -115.38 -123.84 -139.37 -157.6

3.42 3.43 4.4 4.65 7.24 7.33 1.47 67.2 20.2 5.27 -25.03 -65.240 0.27 2.31 2.59 4.56 0.9 -59.85 -60.2 -84.65 -91.05 -102.82 -116.63


-236.91 -158.23 -96.41 -22.85 42.55 -27.37 -2.43 8.42 5.71 1.93 0.74 2.16 4.87 9.3 16.34223.8 205.57 190.03 169.7 149.31 148.93 73.78 -7.5 -6.04 -2.95 0.13 3.23 3.72 6.81 9.9


Span 1 Locat mm 1 367.5 680 1089 1499 1501 1725 2125 2525 3366 4207 5050 5891 6732 7575Reverse Moment kNmReverse Shear kN

-125.55 -69.12 -25 27.18 73.17 3.16 18.36 26.4 34.78 48.33 57.25 60.23 57.28 48.45 35.86160.87 147.06 135.29 119.88 104.44 104.08 31.63 22.63 19.27 14.13 7.08 0.01 -7.04 -11.4 -18.47



15.28 -1.56 -30.19 39.7 -32.27 -112.76 -179.72 -264.44-26.43 -90.25 -165.4 -165.79 -186.12 -206.51 -222.05 -240.2728.65 27.58 9.37 79.36 28 -29.8 -78.11 -139.45-2.09 -45.04 -117.49 -117.85 -133.26 -148.71 -160.48 -174.28



-169.18 -111.57 -67.72 -41.72 -17.78 4.09 23.11 -43.28 -36.47 -36.46 -36.78 -35.85 -33.65 -35.81 -36.71166.31 148.09 132.55 122.4 112.26 102.12 65.27 64.92 3.61 -1.71 0.55 2.81 5.07 -2.74 -0.48

-82.7 -44.32 -15.59 1.94 22.34 40.66 57.15 -9.23 -0.82 -0.66 2.08 5.85 7.12 5.89 2.17111.63 97.82 86.05 105.05 94.91 84.76 74.47 74.1 10.39 4.77 8.98 4.51 0.04 -4.43 -8.9



-36.34 -36.35 -43.15 23.24 4.54 -17.28 -41.17 -67.53 -111.36 -168.941.78 -3.54 -64.85 -65.2 -101.9 -112.04 -122.18 -132.48 -148.02 -166.24

-0.54 -0.7 -9.1 57.28 41.07 22.79 2.43 -15.39 -44.1 -82.46-4.7 -10.32 -74.03 -74.4 -84.55 -94.69 -104.83 -85.98 -97.75 -111.56



-263.97 -179.26 -112.3 -32 40.15 -29.72 -1.09 15.62 16.47 9.08 4.43 1.63 0.27 1.64 5.76240.26 222.04 206.5 186.16 165.77 165.39 90.26 25.85 -10.4 -7.16 -3.91 -3.24 0 3.26 6.51

-138.99 -77.65 -29.34 28.33 79.81 9.84 28.05 28.99 35.98 48.19 56.81 59.7 56.79 48.07 34.84174.27 160.47 148.69 133.29 117.84 117.48 45.05 1.51 17.97 11.08 6.88 -0.03 -6.91 -13.8 -18.79



8.67 -2.02 -26.97 42.93 -22.3 -96.04 -157.86 -236.548.06 -73.81 -148.94 -149.32 -169.66 -190.05 -205.58 -223.81

26.66 18.76 3.56 73.55 27.68 -24.63 -68.75 -125.18-22.07 -31.66 -104.09 -104.45 -119.86 -135.3 -147.07 -160.88



-134.92 -80.5 -39.37 -19.04 45.38 -20.29 -10.11 -9.69 -0.8 0.04 3.37 3.42157.6 139.37 123.84 115.38 83.11 82.75 19.61 15.65 8.88 7.94 0.93 0

-65.29 -25.07 5.22 20.15 67.16 1.44 7.31 7.22 4.64 4.4 3.43 3.42116.63 102.82 91.05 84.65 60.2 59.85 -0.88 -4.54 -2.57 -2.3 -0.27 -0


Moment kNmShear kN


2.31 2.28 0.09 -0.46 -6.3 -6.56 -8.76 -8.79 -18.2 -21.27 -27.58 -40.66-0 -0.61 -5.22 -5.83 -10.29 -10.44 -11.66 -11.68 -17.33 -18.82 -21.54 -67.36

2.31 2.31 1.96 1.87 0.94 0.9 0.55 0.55 -1.4 -2.16 -3.82 -10.81-0 -0.1 -0.83 -0.93 -1.63 -1.66 -1.85 -1.86 -4.16 -4.76 -5.87 -49.8



-68.74 -46.8 -37.08 -25.63 -15.64 -15.59 -10.69 -4.25 -2.8 -0.3 1.47 2.52 2.28 0.94 -1.13 -4.6598.42 32.5 29.76 26.18 22.58 22.57 21.18 3.82 3.41 2.54 1.68 0.81 -1.16 -2.03 -2.9 -19.5

-21.01 -8.62 -6.47 -4.19 -2.52 -2.51 -1.79 3.46 9.66 19.58 25.69 27.41 24.74 17.72 7.23 1.0871.45 7.43 6.3 4.83 3.35 3.35 3.12 16.73 14.25 9.86 4.65 -0.57 -5.78 -9.83 -15.05 -9.07



-12.95 -18.03 -18.08 -28.37 -40.17 -50.15 -72.63-21.98 -23.37 -23.38 -26.97 -30.57 -33.31 -100.07

-0.46 -1.07 -1.08 -2.54 -4.62 -6.6 -19.07-2.61 -2.84 -2.84 -4.32 -5.79 -6.92 -71.79



-48.7 -34.46 -27.23 -22.96 -19.04 -15.47 -12.65 -12.65 -11.96 -11.88 -10.12 -8.59 -7.27 -8.58 -10.12 -11.8871.07 24.45 21.81 20.09 18.36 16.64 3.51 3.51 3.36 3.35 2.95 2.55 2.16 -2.55 -2.95 -3.35

-11.63 -5.64 -4.89 -4.25 -1.84 0.21 1.93 1.95 3.31 3.47 6.54 9.28 10.2 9.29 6.54 3.4747.64 2.91 1.88 12.65 10.93 9.2 7.45 7.44 6.27 6.12 6.56 3.28 -0 -3.28 -6.56 -6.12



-11.96 -12.65 -12.65 -15.42 -18.98 -22.9 -27.23 -34.46 -48.7-3.36 -3.51 -3.51 -16.61 -18.34 -20.06 -21.81 -24.45 -71.073.31 1.95 1.93 0.24 -1.81 -4.21 -4.89 -5.64 -11.63

-6.27 -7.44 -7.45 -9.18 -10.9 -12.63 -1.88 -2.91 -47.64Span 3 Locat mm 1 367.5 680 1089 1499 1501 1725 2125 2525 3366 4207 5050 5891 6732 7575 7975

Moment kNmShear kN


-72.63 -50.15 -40.17 -28.4 -18.08 -18.03 -12.95 -4.65 -1.13 0.94 2.28 2.52 1.48 -0.3 -2.8 -4.25100.07 33.31 30.57 26.98 23.39 23.37 21.98 19.51 2.9 2.03 1.17 -0.81 -1.68 -2.54 -3.41 -3.82-19.07 -6.6 -4.62 -2.55 -1.08 -1.07 -0.46 1.08 7.23 17.7 24.73 27.41 25.7 19.6 9.66 3.4671.79 6.92 5.79 4.32 2.84 2.84 2.61 9.07 15.05 9.84 5.79 0.57 -4.64 -9.85 -14.25 -16.73



-10.69 -15.59 -15.64 -25.61 -37.08 -46.81 -68.74-21.18 -22.57 -22.58 -26.17 -29.77 -32.51 -98.42

-1.79 -2.51 -2.52 -4.19 -6.47 -8.62 -21.02-3.12 -3.35 -3.35 -4.83 -6.3 -7.43 -71.45



-40.66 -27.58 -21.27 -18.2 -8.79 -8.76 -6.56 -6.3 -0.46 0.09 2.28 2.3167.36 21.54 18.82 17.33 11.68 11.66 10.44 10.29 5.83 5.22 0.61 0

-10.82 -3.83 -2.16 -1.4 0.55 0.55 0.9 0.94 1.87 1.96 2.31 2.3149.8 5.87 4.77 4.16 1.86 1.85 1.66 1.63 0.93 0.83 0.1 0



3400

1

13500

2

20300

3

30400

4

mm

200

400

-200

-400

-600

-800

0

kNm

-80.5-158

60.2

-180 -112

7.12

-111 -179

59.7

-158-80.5



3400

1

13500

2

20300

3

30400

4

mm

100 200 300 400

-100 -200 -300 -400

0

kN

-124

190

-207

133

-132

206

-190

124



3400

1

13500

2

20300

3

30400

4

mm

200

400

-200

-400

-600

-800

0

kNm

-27.6 -46.8

27.4

-50.1 -34.5

10.2

-34.5 -50.2

27.4

-46.8 -27.6



3400

1

13500

2

20300

3

30400

4

mm

100 200 300 400

-100 -200 -300 -400

0

kN

-18.8

29.8

-30.6

21.8

-21.8

30.6

-29.8

18.8


Transfer Prestress Total Panel Column Moments And ReactionsColNo.

MomentAbove

MomentBelow

Reaction

kNm kNm kN1 31.8 26.37 3992 -30.72 -25.48 416.963 30.58 25.36 416.874 -31.55 -26.16 399.01


Moment kNmShear kN

3.83 3.87 6.31 6.92 13.45 13.71 8.5 82.15 35.15 20.22 -10.07 -50.290 0.69 5.83 6.51 11.48 7.48 -59.82 -60.2 -84.65 -91.05 -102.82 -116.63


-103.09 -46.81 -2.82 49.2 95.03 16.53 30.75 24.53 16.39 3.42 -3.94 -5.69 -1.8 7.69 22.84 32160.47 146.66 134.89 119.48 104.04 103.64 23.3 -21.94 -18.76 -12.09 -5.41 1.28 7.95 14.63 21.32 24.49

Span 1 Locat mm 8375 8599 8601 9010 9420 9732.5 10099Moment kNm 36.17 18.19 96.65 44.07 -14.96 -64.2 -126.64


Span 1 Locat mm 8375 8599 8601 9010 9420 9732.5 10099Shear kN -40.11 -120.45 -120.85 -136.25 -151.7 -163.47 -177.28


-74.35 -34.12 -3.82 13.98 30.21 44.87 58.15 -16.01 -10.83 -11.13 -17.5 -21.31 -22.57 -21.27 -17.42 -10.99116.67 102.86 91.09 83.4 75.72 68.04 60.24 59.86 -7.86 -13.71 -9.13 -4.55 0.04 4.62 9.2 13.79


-10.7 -15.86 58.3 45.24 30.62 14.43 -3.6 -33.88 -74.087.94 -59.78 -60.16 -67.84 -75.53 -83.21 -91.01 -102.78 -116.59


-126.12 -63.68 -14.44 44.45 97.16 18.72 36.7 32.39 22.98 7.46 -2.3 -6.29 -4.49 3.08 16.45 24.82177.26 163.46 151.69 136.28 120.83 120.44 40.11 -25.15 -21.89 -15.03 -8.17 -1.29 5.57 12.43 19.3 22.56


31.21 16.99 95.46 49.75 -2.39 -46.39 -102.67-23.33 -103.65 -104.05 -119.46 -134.9 -146.67 -160.48


-50.34 -10.13 20.17 35.1 82.1 8.48 13.69 13.43 6.92 6.3 3.86 3.83116.63 102.82 91.05 84.65 60.2 59.82 -7.45 -11.46 -6.5 -5.81 -0.68 -0


Moment kNmShear kN

2.57 2.57 2.73 2.77 3.18 3.2 3.35 3.36 3.44 3.31 2.92 -2.930 0.04 0.37 0.41 0.73 0.74 0.82 0.82 -0.57 -0.93 -1.6 -49.78

Span 1 Locat mm 1 367.5 680 1089 1499 1501 1725 2125 2525 3366 4207 5050 5891 6732 7575 7975 8375 8599 8601 9010Moment kNmShear kN

-8.24 2.77 2.97 2.91 2.49 2.49 2.16 1.64 1.17 0.4 -0.09 -0.3 -0.24 0.11 0.74 1.13 1.59 1.87 1.87 2.2371.6 0.98 0.3 -0.59 -1.48 -1.48 -1.4 -1.24 -1.08 -0.75 -0.42 -0.09 0.24 0.58 0.91 1.07 1.22 1.31 1.31 0.42

Span 1 Locat mm 9420 9732.5 10099Moment kNmShear kN

2.22 1.96 -9.4-0.48 -1.16 -72.71


-5.57 0.04 0.17 0.15 0.06 -0.11 -0.36 -0.36 -0.62 -0.65 -1.23 -1.57 -1.68 -1.57 -1.23 -0.65 -0.62 -0.36 -0.36 -0.1149.77 0.69 0.12 -0.26 -0.64 -1.01 -1.39 -1.39 -1.25 -1.23 -0.82 -0.41 -0 0.41 0.82 1.23 1.25 1.39 1.39 1.02

Span 2 Locat mm 5709 5913 6120 6432.5 6799Moment kNmShear kN

0.06 0.15 0.16 0.04 -5.580.64 0.27 -0.12 -0.69 -49.77


-9.4 1.96 2.21 2.23 1.87 1.87 1.59 1.13 0.74 0.11 -0.23 -0.3 -0.09 0.4 1.17 1.64 2.16 2.49 2.49 2.9172.71 1.16 0.48 -0.41 -1.31 -1.31 -1.22 -1.06 -0.91 -0.58 -0.25 0.09 0.42 0.75 1.08 1.24 1.4 1.48 1.48 0.59

Span 3 Locat mm 9420 9732.5 10099Moment kNmShear kN

2.97 2.77 -8.24-0.3 -0.99 -71.6


-2.93 2.91 3.31 3.44 3.35 3.35 3.2 3.18 2.77 2.73 2.57 2.5749.78 1.6 0.93 0.57 -0.82 -0.82 -0.74 -0.73 -0.41 -0.37 -0.04 -0


1

13500

2

20300

3

30400

4

mm

200

400

-200

-400

-600

-800

0

kNm

3.87 -10.1 -46.8

-5.69

-64.2 -34.1

-22.6

-33.9 -63.7

-6.29

-46.4 -10.1 3.86


1

13500

2

20300

3

30400

4

mm

100 200 300 400

-100 -200 -300 -400

0

kN

0.686

-91

135

-152

example flat slab design - car

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