project report

Design Data3/6/2015

Project Report

DISENO DE EDIFICACION UNIFAMILIAR EN ACERO ESTRUCTURAL

Model File: VIVIENDA UNIFAMILIAR DE DOS NIVELES, Revision 0

3/6/2015

Table of Contents

1. Structure Data5

1.1 Story Data5

1.2 Grid Data5

1.3 Point Coordinates5

1.4 Line Connectivity6

1.5 Area Connectivity7

1.6 Mass8

2. Properties10

2.1 Materials10

2.2 Frame Sections10

2.3 Shell Sections10

2.4 Reinforcement Sizes10

3. Assignments11

3.1 Joint Assignments11

3.2 Frame Assignments12

3.3 Shell Assignments15

4. Loads16

4.1 Load Patterns16

4.2 Applied Loads16

4.2.1 Area Loads16

4.3 Load Cases16

4.4 Load Combinations16

5. Analysis Results18

5.1 Structure Results18

5.2 Story Results18

5.3 Point Results20

5.4 Modal Results23

6. Design Data25

6.1 Steel Frame Design25

6.2 Steel Connection Design41

List of Tables

Table 1.1 Story Data5

Table 1.2 Grid Systems5

Table 1.3 Grid Lines5

Table 1.4 Joint Coordinates Data5

Table 1.5 Column Connectivity Data6

Table 1.6 Beam Connectivity Data6

Table 1.7 Floor Connectivity Data8

Table 1.8 Wall Connectivity Data8

Table 1.9 Mass Source8

Table 1.10 Centers of Mass and Rigidity8

Table 1.11 Mass Summary by Diaphragm9

Table 1.12 Mass Summary by Story9

Table 2.1 Material Properties - Summary10

Table 2.2 Frame Sections - Summary10

Table 2.3 Shell Sections - Summary10

Table 2.4 Reinforcing Bar Sizes10

Table 3.1 Joint Assignments - Summary11

Table 3.2 Frame Assignments - Summary13

Table 3.3 Shell Assignments - Summary15

Table 4.1 Load Patterns16

Table 4.2 Shell Loads - Uniform16

Table 4.3 Load Cases - Summary16

Table 4.4 Load Combinations16

Table 5.1 Base Reactions18

Table 5.2 Centers of Mass and Rigidity18

Table 5.3 Diaphragm Center of Mass Displacements18

Table 5.4 Story Drifts19

Table 5.5 Story Forces19

Table 5.6 Joint Reactions20

Table 5.7 Modal Periods and Frequencies23

Table 5.8 Modal Participating Mass Ratios23

Table 5.9 Modal Load Participation Ratios24

Table 5.10 Modal Direction Factors24

Table 6.1 Steel Frame Preferences - AISC 360-1025

Table 6.2 Steel Frame Overwrites - AISC 360-1025

Table 6.3 Steel Column Envelope38

Table 6.4 Steel Beam Envelope39

Table 6.5 Steel Connection Design Preferences for Vertical Plate (Partial)41

Table 6.6 Steel Connection Design Preferences for Vertical Plate (Full)42

Table 6.7 Steel Connection Design Preferences for Horizontal Plate42

Table 6.8 Steel Connection Design Preferences for Beam Column Shear Major Axis42

Table 6.9 Steel Connection Design Preferences for Beam Column Shear Minor Axis43

Table 6.10 Steel Connection Design Preferences for Beam Column Moment Major Axis43

Table 6.11 Steel Connection Design Preferences for Beam Column Moment Minor Axis43

Table 6.12 Steel Connection Design Preferences for Column Footing Preferences44

Table 6.13 Steel Connection Design Results44

1 Structure DataThis chapter provides model geometry information, including items such as story levels, point coordinates, and element connectivity.1.1 Story DataTable 1.1 - Story DataNameHeightmmElevationmmMaster StorySimilar ToSplice Story

NIVEL 227505500YesNoneNo

NIVEL 127502750NoNIVEL 2No

PB00NoNoneNo

1.2 Grid DataTable 1.2 - Grid SystemsNameTypeStory RangeX OriginmY OriginmRotationdegBubble SizemmColor

RETICULASCartesianDefault000300ffa0a0a0

Table 1.3 - Grid LinesGrid SystemGrid DirectionGrid IDVisibleBubble LocationOrdinatem

RETICULASXAYesEnd0

RETICULASXBYesEnd3

RETICULASXCYesEnd6

RETICULASY1YesStart0

RETICULASY2YesStart0.9



1.3 Point CoordinatesTable 1.4 - Joint Coordinates DataLabelXmmYmmZ Belowmm

1069000

2300069000

3600069000

4039000

5300039000

6600039000

760009000

830009000

909000

12300000

13600000

1475039000

1575069000

16150039000

17150069000

18225039000

19225069000

20375039000

21375069000

22450039000

23450069000

24525039000

25525069000

267509000

2715009000

2822509000

2937509000

3045009000

3152509000

32375000

33450000

34525000

37300019000

38600019000

42375019000

43450019000

44525019000

45375029000

46500029001369.1

47500039001369.1

48600039001369.1

49600019001369.1

50500019001369.1

52500039000

53500019000

1.4 Line ConnectivityTable 1.5 - Column Connectivity DataColumnI-End PointJ-End PointI-End Story

C111Below

C222Below

C333Below

C444Below

C555Below

C666Below

C777Below

C888Below

C999Below

C115252Below

C125353Below

C133838Below

Table 1.6 - Beam Connectivity DataBeamI-End PointJ-End PointCurve Type

B112None

B223None

B336None

B456None

B545None

B649None

B798None

B887None

B976None

B1014None

B1125None

B1258None

B1441None

B15812None

B16713None

B1767None

B313330None

B323431None

B364238None

B373742None

B383043None

B393144None

B414750None

B425049None

B434948None

B444748None

B132042None

B334229None

B341232None

B353233None

B403334None

B453413None

B461514None

B471426None

B481716None

B491627None

B501918None

B511828None

B522120None

B532029None

B542932None

B552322None

B562230None

B573033None

B582524None

B592431None

B603134None

1.5 Area ConnectivityTable 1.7 - Floor Connectivity DataFloorNumber of EdgesEdge NumberPoint 1Point 2Curve Type

F13415049None

24948None

34847None

44750None

F16113None

2313None

31312None

4128None

589None

691None

F210113None

236None

3620None

42042None

54238None

63813None

71312None

8128None

989None

1091None

Table 1.8 - Wall Connectivity DataLabelNumber of EdgesEdge NumberPoint 1Point 2Curve TypePoint 1 StoryPoint 2 Story

W1412045NoneBelowBelow

24546NoneBelowSame

34647NoneSameSame

44720NoneSameBelow

W2414650NoneSameSame

25042NoneSameSame

34245NoneSameSame

44546NoneSameSame

1.6 MassTable 1.9 - Mass SourceInclude ElementsInclude Added MassInclude LoadsLateral OnlyLump at StoriesLoad PatternMultiplier

YesNoYesYesYesCP1

NoNoNoNoNoCV0.5

NoNoNoNoNoPAREDES1

NoNoNoNoNoSOBREPISO1

Table 1.10 - Centers of Mass and RigidityStoryDiaphragmMass XkgMass YkgXCMmYCMmCumulative XkgCumulative YkgXCCMmYCCMmXCRmYCRm

NIVEL 1D24754.464754.465.34552.94754.464754.465.34552.9

Table 1.11 - Mass Summary by DiaphragmStoryDiaphragmMass XkgMass YkgMass Moment of Inertiatonf-m-sX Mass CentermY Mass Centerm

NIVEL 1D24754.464754.460.16945.34552.9

Table 1.12 - Mass Summary by StoryStoryUXkgUYkgUZkg

NIVEL 234071.7134071.710

NIVEL 152650.1952650.190

PB2949.982949.980

Structure Data3/6/2015

Page 1 of 12 PropertiesThis chapter provides property information for materials, frame sections, shell sections, and links.2.1 MaterialsTable 2.1 - Material Properties - SummaryNameTypeEkgf/mmUnit Weightkgf/mDesign Strengths

4000PsiConcrete2534.560.22402.77Fc=2.81 kgf/mm

A615Gr60Rebar20389.020.37849.05Fy=42.18 kgf/mm, Fu=63.28 kgf/mm

A992Fy50Steel20389.020.37849.05Fy=35.15 kgf/mm, Fu=45.7 kgf/mm

2.2 Frame SectionsTable 2.2 - Frame Sections - SummaryNameMaterialShape

W18X50A992Fy50Steel I/Wide Flange



2.3 Shell SectionsTable 2.3 - Shell Sections - SummaryNameDesign TypeElement TypeMaterialTotal ThicknessmmDeck MaterialDeck Depthmm

ESCALERASlabShell-Thin4000Psi200

LOSACERODeckMembrane4000Psi87.5A992Fy5075

2.4 Reinforcement SizesTable 2.4 - Reinforcing Bar SizesNameDiametermmAreamm

101079

2020314

Properties3/6/2015

Page 1 of 13 AssignmentsThis chapter provides a listing of the assignments applied to the model.3.1 Joint AssignmentsTable 3.1 - Joint Assignments - SummaryStoryLabelUnique NameDiaphragmRestraints

NIVEL 2119From Area

NIVEL 2222From Area

NIVEL 2323From Area

NIVEL 2426From Area

NIVEL 2525From Area

NIVEL 2624From Area

NIVEL 2729From Area

NIVEL 2828From Area

NIVEL 2927From Area

NIVEL 21279From Area























NIVEL 112From Area

NIVEL 124From Area

NIVEL 136From Area

NIVEL 148From Area

NIVEL 1510From Area

NIVEL 1612From Area

NIVEL 1714From Area

NIVEL 1816From Area

NIVEL 1918From Area





































PB11From AreaUX; UY; UZ; RX; RY; RZ














3.2 Frame AssignmentsTable 3.2 - Frame Assignments - SummaryStoryLabelUnique NameDesign TypeLengthmmAnalysis SectionDesign SectionMax Station SpacingmmMin Number Stations

NIVEL 2C110Column2750W6X12W6X123





















NIVEL 2B120Beam3000W8X24W8X24500









































































3.3 Shell AssignmentsTable 3.3 - Shell Assignments - SummaryStoryLabelUnique NameSectionDiaphragm

NIVEL 1W117ESCALERA

NIVEL 1W219ESCALERA

NIVEL 2F11LOSACERO

NIVEL 1F1318ESCALERAD2

NIVEL 1F22LOSACERO

Assignments3/6/2015

Page 1 of 14 LoadsThis chapter provides loading information as applied to the model.4.1 Load PatternsTable 4.1 - Load PatternsNameTypeSelf Weight Multiplier

CPDead1

CVLive0

PAREDESSuperimposed Dead0

SOBREPISOSuperimposed Dead0

4.2 Applied Loads4.2.1 Area LoadsTable 4.2 - Shell Loads - UniformStoryLabelUnique NameLoad PatternDirectionLoadkgf/m

NIVEL 1W117CVGravity500




NIVEL 1W117SOBREPISOGravity120

NIVEL 1W219SOBREPISOGravity120

NIVEL 2F11CVGravity40




NIVEL 1F22PAREDESGravity250

NIVEL 2F11SOBREPISOGravity120



4.3 Load CasesTable 4.3 - Load Cases - SummaryNameType

DeadLinear Static

LiveLinear Static

PAREDESLinear Static

SOBREPISOLinear Static

4.4 Load CombinationsTable 4.4 - Load CombinationsNameLoad Case/ComboScale FactorTypeAuto

COMBO 1Dead1.4Linear AddNo

COMBO 1PAREDES1.4No

COMBO 1SOBREPISO1.4No

COMBO 1Live1.7No

DStlS1Dead1.4Linear AddYes

DStlS1PAREDES1.4No

DStlS1SOBREPISO1.4No

DStlS2Dead1.2Linear AddYes

DStlS2Live1.6No

DStlS2PAREDES1.2No

DStlS2SOBREPISO1.2No

DStlD1Dead1Linear AddYes

DStlD1PAREDES1No

DStlD1SOBREPISO1No

DStlD2Dead1Linear AddYes

DStlD2Live1No

DStlD2PAREDES1No

DStlD2SOBREPISO1No

Loads3/6/2015

Page 1 of 15 Analysis ResultsThis chapter provides analysis results.5.1 Structure ResultsTable 5.1 - Base ReactionsLoad Case/ComboFXtonfFYtonfFZtonfMXkgf-mMYkgf-mMZkgf-mXmYmZm

Dead0031.0754112289.4201-99217.15570000

Live0017.524560816.36-61529.5493-7.652E-07000

PAREDES008.5532141.25-24553.1250000

SOBREPISO0010.4638268.4212-32421.05090000

COMBO 10099.9112359166.5398-323268-2.033E-06000

DStlS10070.1195255778.7278-218668-7.319E-07000

DStlS20088.1417316545.0856-285877-1.852E-06000

DStlD10050.0853182699.0913-156191-5.228E-07000

DStlD20067.6099243515.4513-217721-1.288E-06000

Table 5.2 - Centers of Mass and RigidityStoryDiaphragmMass XkgMass YkgXCMmYCMmCumulative XkgCumulative YkgXCCMmYCCMmXCRmYCRm

NIVEL 1D24754.464754.465.34552.94754.464754.465.34552.9

Table 5.3 - Diaphragm Center of Mass DisplacementsStoryDiaphragmLoad Case/ComboUXcmUYcmUZcmRXradRYradRZradPointXmYmZm

NIVEL 1D2Dead0.0074039.375E-060003E-06205.34552.91.3809

NIVEL 1D2Live0.008338-0.00053780005E-06205.34552.91.3809

NIVEL 1D2PAREDES0.0016290.0001523000-1.578E-07205.34552.91.3809

NIVEL 1D2SOBREPISO0.0022515.83E-050004.78E-07205.34552.91.3809

NIVEL 1D2COMBO 10.02997-0.00060630001.3E-05205.34552.91.3809

NIVEL 1D2DStlS10.01580.0003080004E-06205.34552.91.3809

NIVEL 1D2DStlS20.02688-0.00059650001.2E-05205.34552.91.3809

NIVEL 1D2DStlD10.011280.000220003E-06205.34552.91.3809

NIVEL 1D2DStlD20.01962-0.00031780008E-06205.34552.91.3809

5.2 Story ResultsTable 5.4 - Story DriftsStoryLoad Case/ComboLabelItemDriftXmYmZm

NIVEL 2Dead12Max Drift X2.8E-05305.5

NIVEL 2Dead7Max Drift Y7.3E-0560.95.5

NIVEL 2Live12Max Drift X1.1E-05305.5

NIVEL 2Live13Max Drift Y2.3E-05605.5

NIVEL 2PAREDES12Max Drift X6E-06305.5

NIVEL 2PAREDES6Max Drift Y1.9E-0563.95.5

NIVEL 2SOBREPISO12Max Drift X1E-05305.5

NIVEL 2SOBREPISO7Max Drift Y2.5E-0560.95.5

NIVEL 2COMBO 112Max Drift X7.9E-05305.5

NIVEL 2COMBO 113Max Drift Y0.000202605.5

NIVEL 2DStlS112Max Drift X6E-05305.5

NIVEL 2DStlS17Max Drift Y0.00016460.95.5

NIVEL 2DStlS212Max Drift X6.9E-05305.5

NIVEL 2DStlS213Max Drift Y0.000176605.5

NIVEL 2DStlD112Max Drift X4.3E-05305.5

NIVEL 2DStlD17Max Drift Y0.00011760.95.5

NIVEL 2DStlD212Max Drift X5.4E-05305.5

NIVEL 2DStlD213Max Drift Y0.000139605.5

NIVEL 1Dead8Max Drift X8E-0530.92.75

NIVEL 1Dead9Max Drift Y6E-0500.92.75

NIVEL 1Live8Max Drift X6.5E-0530.92.75

NIVEL 1Live9Max Drift Y3.5E-0500.92.75

NIVEL 1PAREDES8Max Drift X3.1E-0530.92.75

NIVEL 1PAREDES9Max Drift Y2.2E-0500.92.75

NIVEL 1SOBREPISO8Max Drift X2.9E-0530.92.75

NIVEL 1SOBREPISO9Max Drift Y2.2E-0500.92.75

NIVEL 1COMBO 18Max Drift X0.00030730.92.75

NIVEL 1COMBO 19Max Drift Y0.00020400.92.75

NIVEL 1DStlS18Max Drift X0.00019630.92.75


NIVEL 1DStlS28Max Drift X0.00027230.92.75


NIVEL 1DStlD18Max Drift X0.0001430.92.75


NIVEL 1DStlD28Max Drift X0.00020530.92.75


Table 5.5 - Story ForcesStoryLoad Case/ComboLocationPtonfVXtonfVYtonfTkgf-mMXkgf-mMYkgf-m

NIVEL 2COMBO 1Top28.9612000105846.3644-89956.6472

NIVEL 2COMBO 1Bottom29.5841000108275.6613-91825.3371

NIVEL 1COMBO 1Top84.2551000313199.1569-249375

NIVEL 1COMBO 1Bottom99.911200-2.033E-06359166.5398-323268

NIVEL 2DeadTop14.162800051732.3031-44000.8909

NIVEL 2DeadBottom14.607800053467.5152-45335.6694

NIVEL 1DeadTop27.5199000101581.0478-82808.466

NIVEL 1DeadBottom31.0754000112289.4201-99217.1557

NIVEL 2DStlD1Top18.806800068726.1031-58418.8909

NIVEL 2DStlD1Bottom19.251800070461.3152-59753.6694

NIVEL 1DStlD1Top45.8439000170000.8478-136511

NIVEL 1DStlD1Bottom50.085300-5.228E-07182699.0913-156191

NIVEL 2DStlD2Top20.354800074390.7031-63224.8909

NIVEL 2DStlD2Bottom20.799800076125.9152-64559.6694

NIVEL 1DStlD2Top57.6519000214234.9478-170781

NIVEL 1DStlD2Bottom67.609900-1.288E-06243515.4513-217721

NIVEL 2DStlS1Top26.329600096216.5444-81786.4472

NIVEL 2DStlS1Bottom26.952500098645.8413-83655.1371

NIVEL 1DStlS1Top64.1815000238001.1869-191116

NIVEL 1DStlS1Bottom70.119500-7.319E-07255778.7278-218668

NIVEL 2DStlS2Top25.04500091534.6838-77792.269

NIVEL 2DStlS2Bottom25.578900093616.9382-79394.0032

NIVEL 1DStlS2Top73.9055000274775.5773-218645

NIVEL 1DStlS2Bottom88.141700-1.852E-06316545.0856-285877

NIVEL 2LiveTop1.5480005664.6-4806

NIVEL 2LiveBottom1.5480005664.6-4806

NIVEL 1LiveTop11.80800044234.1-34269.75

NIVEL 1LiveBottom17.524500-7.652E-0760816.36-61529.5493

NIVEL 2PAREDESTop000000

NIVEL 2PAREDESBottom000000

NIVEL 1PAREDESTop8.5500032141.25-24553.125

NIVEL 1PAREDESBottom8.5500032141.25-24553.125

NIVEL 2SOBREPISOTop4.64400016993.8-14418

NIVEL 2SOBREPISOBottom4.64400016993.8-14418

NIVEL 1SOBREPISOTop9.77400036278.55-29149.875

NIVEL 1SOBREPISOBottom10.4600038268.4212-32421.0509

5.3 Point ResultsTable 5.6 - Joint ReactionsStoryJoint LabelLoad Case/ComboFXtonfFYtonfFZtonfMXkgf-mMYkgf-mMZkgf-m

PB1Dead0.0266-0.00561.30846.015722.33430.0047

PB1Live0.0257-0.00350.533.734823.74890.0029

PB1PAREDES0.0194-0.00270.38682.756516.86370.0018

PB1SOBREPISO0.011-0.00210.42252.22139.31050.0017

PB1COMBO 10.1235-0.02053.865821.7401108.28490.0164

PB1DStlS10.0798-0.01452.964915.390967.91180.0114

PB1DStlS20.1095-0.0183.389319.167996.20830.0145

PB1DStlD10.057-0.01032.117810.993548.50850.0081

PB1DStlD20.0827-0.01392.647714.728372.25730.0111

PB2Dead0.0027-0.00713.17286.67810.78640.0048

PB2Live0.0062-0.00461.40154.25636.15550.0032

PB2PAREDES0.003-0.0041.04463.73362.09210.0017

PB2SOBREPISO0.0015-0.00291.12242.72980.74320.0017

PB2COMBO 10.0206-0.02749.858425.633715.53480.0169

PB2DStlS10.0101-0.01967.475818.3985.07040.0115

PB2DStlS20.0185-0.02428.650322.579814.19490.015

PB2DStlD10.0072-0.0145.339913.14143.62170.0082

PB2DStlD20.0134-0.01866.741417.39779.77720.0114

PB3Dead-0.0423-0.00271.45391.999-39.75620.0047

PB3Live-0.033-0.00170.64161.2278-29.15840.0031

PB3PAREDES-0.03-0.00150.48071.1289-27.63440.0018

PB3SOBREPISO-0.0177-0.0010.48420.7319-16.49020.0017

PB3COMBO 1-0.1821-0.01024.47717.4911-167.00250.0168

PB3DStlS1-0.1259-0.00733.38645.4038-117.43320.0115

PB3DStlS2-0.1608-0.0093.92916.5964-147.31050.0148

PB3DStlD1-0.09-0.00522.41893.8599-83.88090.0082

PB3DStlD2-0.123-0.00693.06045.0877-113.03930.0113

PB4Dead0.0393-0.00193.84432.656838.94880.0047

PB4Live0.0315-0.00111.76811.528232.20480.0029

PB4PAREDES0.0218-0.00071.31880.954320.95550.0018

PB4SOBREPISO0.0158-0.00071.37380.970915.56370.0017

PB4COMBO 10.1611-0.006612.15739.0127160.40340.0164

PB4DStlS10.1076-0.00479.15156.4148105.65520.0115

PB4DStlS20.1426-0.005810.67317.9435142.08930.0145

PB4DStlD10.0769-0.00336.53684.58275.4680.0082

PB4DStlD20.1083-0.00448.30496.1102107.67280.0111

PB5Dead-0.00670.00057.1174-0.2951-2.48690.0044

PB5Live-0.0042-0.00043.20130.4050.09260.0026

PB5PAREDES-0.00890.00072.1314-0.6071-6.69480.0019

PB5SOBREPISO-0.00330.00032.6222-0.2226-1.71770.0017

PB5COMBO 1-0.03360.001622.0616-0.8861-15.10180.0157

PB5DStlS1-0.02650.002216.6194-1.5746-15.25920.0112

PB5DStlS2-0.02940.001319.3672-0.7017-12.93110.0138

PB5DStlD1-0.01890.001611.871-1.1247-10.89940.008

PB5DStlD2-0.02310.001215.0723-0.7197-10.80680.0107

PB6Dead-0.0517-0.00061.97630.3352-33.4098-0.0006

PB6Live-0.0718-0.00360.87991.5963-43.1627-0.0011

PB6PAREDES-0.01570.00010.1811-0.0007-9.33713.369E-05

PB6SOBREPISO-0.01652.106E-050.5840.0094-10.5495-0.0001

PB6COMBO 1-0.2395-0.00695.33383.1953-147.9916-0.0027

PB6DStlS1-0.1174-0.00083.83790.4815-74.6149-0.0009

PB6DStlS2-0.2155-0.00644.69752.9668-133.016-0.0025

PB6DStlD1-0.0839-0.00062.74140.3439-53.2964-0.0006

PB6DStlD2-0.1557-0.00413.62131.9403-96.4591-0.0017

PB7Dead-0.0169-0.00322.12532.3874-6.53990.0046

PB7Live-0.0178-0.00150.84720.9704-8.91710.0028

PB7PAREDES-0.0187-0.00140.59721.057-13.49150.0018

PB7SOBREPISO-0.0074-0.00110.70030.8634-3.52670.0017

PB7COMBO 1-0.0905-0.01046.23237.6805-48.14050.016

PB7DStlS1-0.0602-0.0084.79216.0307-32.98140.0113

PB7DStlS2-0.0801-0.00925.4636.7219-42.53710.0141

PB7DStlD1-0.043-0.00573.42294.3077-23.55810.0081

PB7DStlD2-0.0608-0.00714.27015.2781-32.47520.0108

PB8Dead0.01920.00134.0392-1.006926.02680.0044

PB8Live0.01870.00311.7887-2.799823.9630.0026

PB8PAREDES0.00880.00051.1527-0.430311.26980.0018

PB8SOBREPISO0.00690.00051.3882-0.3869.35510.0016

PB8COMBO 10.08060.008612.2529-7.3122106.04950.0153

PB8DStlS10.04880.00339.2121-2.552665.31230.0109

PB8DStlS20.07170.007810.758-6.667694.32290.0135

PB8DStlD10.03480.00236.58-1.823346.65170.0078

PB8DStlD20.05350.00558.3687-4.62370.61470.0104

PB9Dead0.04860.00181.3022-0.742952.48440.0046

PB9Live0.03860.00130.5398-0.710241.93360.0029

PB9PAREDES0.02760.00130.3979-0.857828.22650.0018

PB9SOBREPISO0.01910.00070.4212-0.295620.37530.0017

PB9COMBO 10.19910.00753.8876-3.8622212.80780.0161

PB9DStlS10.13340.00522.9699-2.6549141.52070.0113

PB9DStlS20.17610.00663.4094-3.412188.39720.0142

PB9DStlD10.09530.00372.1214-1.8963101.08620.008

PB9DStlD20.13390.00512.6612-2.6066143.01980.0109

PB20Dead0.0741-0.10080.4991-7.0949-134.5545-21.981

PB20Live0.0197-0.14070.729-7.5533-161.7751-26.5802

PB20PAREDES0.0417-0.02570.1128-3.3153-39.9428-2.3177

PB20SOBREPISO0.0306-0.03060.1549-2.4665-43.3899-6.2758

PB20COMBO 10.2385-0.45912.3126-30.868-580.0598-87.9906

PB20DStlS10.2051-0.21991.0734-18.0275-305.0421-42.8042

PB20DStlS20.2073-0.41362.0864-27.5373-520.3048-79.2176

PB20DStlD10.1465-0.15710.7667-12.8768-217.8872-30.5745

PB20DStlD20.1662-0.29781.4957-20.43-379.6623-57.1546

PB38Dead-0.06840.00370.1923-1.675-41.4471-0.0006

PB38Live-0.08180.00490.2225-2.3047-49.0241-0.0011

PB38PAREDES-0.01670.0002-0.1389-0.0414-9.71433.369E-05

PB38SOBREPISO-0.02120.001-0.0176-0.4223-12.7273-0.0001

PB38COMBO 1-0.28790.01520.4283-6.9122-172.7853-0.0027

PB38DStlS1-0.14890.00680.0501-2.9942-89.4442-0.0009

PB38DStlS2-0.25850.01380.3989-6.254-155.1051-0.0025

PB38DStlD1-0.10640.00490.0358-2.1387-63.8887-0.0006

PB38DStlD2-0.18810.00980.2583-4.4434-112.9129-0.0017

PB45Dead0.08370.11410.5432-9.8068-141.351525.1591

PB45Live0.20.14690.9745-28.2546-170.959838.1272

PB45PAREDES-0.00060.03320.06996.9867-40.24140.8908

PB45SOBREPISO0.01610.03580.1467-0.6643-45.0986.3705

PB45COMBO 10.47890.50612.7203-52.911-607.9989110.2048

PB45DStlS10.13890.25641.0636-4.8782-317.367345.3886

PB45DStlS20.43910.45482.4709-49.3887-545.564799.908

PB45DStlD10.09920.18310.7597-3.4844-226.690932.4204

PB45DStlD20.29920.331.7343-31.739-397.650770.5476

PB52Dead-0.0272-0.00021.81040.0908-22.9212-0.0006

PB52Live-0.0415-0.00041.86380.0472-30.1363-0.0011

PB52PAREDES-0.00972.809E-050.45690.0208-6.77313.369E-05

PB52SOBREPISO-0.0089-4.363E-050.56950.0288-7.2685-0.0001

PB52COMBO 1-0.1347-0.00117.14010.2768-102.9797-0.0027

PB52DStlS1-0.0642-0.00043.97160.1965-51.7479-0.0009

PB52DStlS2-0.1213-0.0016.38630.244-92.5735-0.0025

PB52DStlD1-0.0458-0.00032.83690.1404-36.9628-0.0006

PB52DStlD2-0.0873-0.00074.70070.1876-67.0991-0.0017

PB53Dead-0.08090.00071.6905-0.3487-46.8026-0.0006

PB53Live-0.09030.00122.1367-0.6828-52.6787-0.0011

PB53PAREDES-0.022-0.00010.35810.066-11.99413.369E-05

PB53SOBREPISO-0.02590.00020.4877-0.0713-14.7574-0.0001

PB53COMBO 1-0.33390.00317.1832-1.6564-192.5297-0.0027

PB53DStlS1-0.18040.00123.5508-0.4956-102.9758-0.0009

PB53DStlS2-0.29910.00296.4622-1.5173-172.5509-0.0025

PB53DStlD1-0.12890.00082.5363-0.354-73.5542-0.0006

PB53DStlD2-0.21920.0024.673-1.0368-126.2329-0.0017

5.4 Modal ResultsTable 5.7 - Modal Periods and FrequenciesCaseModePeriodsecFrequencycyc/secCircular Frequencyrad/secEigenvaluerad/sec

Modal11.1810.8475.31928.2916

Modal20.7071.4148.884578.9344

Modal30.5291.89211.8859141.2754

Modal40.3183.14619.7657390.6841

Modal50.1875.33333.51051122.953

Modal60.1337.49747.10262218.6535

Modal70.03429.193183.423433644.148

Modal80.02147.177296.422387866.1736

Modal90.01951.383322.8507104232.6032

Modal100.01854.624343.2118117794.3173

Modal110.01280.852508.0106258074.8118

Modal120.01284.565531.3358282317.7509

Table 5.8 - Modal Participating Mass Ratios (Part 1 of 2)CaseModePeriodsecUXUYUZSum UXSum UYSum UZ

Modal11.1810.00020.422700.00020.42270

Modal20.7070.03750.007600.03770.43020

Modal30.5290.53170.000100.56940.43030

Modal40.3181.87E-050.073900.56940.50420

Modal50.1870.35780.051200.92720.55540

Modal60.1330.03440.386600.96160.9420

Modal70.0340.00130.042300.96290.98430

Modal80.0210.00110.000300.96390.98460

Modal90.0190.03530.01100.99920.99560

Modal100.0180.00027.507E-0600.99950.99560

Modal110.0121.599E-064.943E-0500.99950.99560

Modal120.0120000.99950.99560

Table 5.8 - Modal Participating Mass Ratios (Part 2 of 2)CaseModeRXRYRZSum RXSum RYSum RZ

Modal10.63171.638E-050.00740.63171.638E-050.0074

Modal20.01810.00430.77530.64980.00440.7827

Modal30.00010.47850.00740.64990.48290.7901

Modal40.03750.05770.09130.68750.54060.8814

Modal50.01850.32470.00660.7060.86530.8881

Modal60.15850.01980.08930.86450.88510.9774

Modal70.0940.01230.02070.95850.89740.9981

Modal80.00140.00210.00010.95990.89940.9982

Modal90.0230.09850.00110.98290.9980.9992

Modal104.216E-050.000800.9830.99880.9992

Modal110.00011.567E-059.033E-060.98310.99880.9992

Modal120000.98310.99880.9992

Table 5.9 - Modal Load Participation RatiosCaseItem TypeItemStatic%Dynamic%

ModalAccelerationUX10099.95

ModalAccelerationUY10099.56

ModalAccelerationUZ00

Table 5.10 - Modal Direction FactorsCaseModePeriodsecUXUYUZRZ

Modal11.18100.99500.005

Modal20.7070.0390.03400.927

Modal30.5290.94000.06

Modal40.3180.070.14200.788

Modal50.1870.8890.09500.016

Modal60.1330.0670.69500.237

Modal70.0340.0140.46900.518

Modal80.0210.0030.00100.996

Modal90.0190.7630.23700.001

Modal100.0180.0630.00200.935

Modal110.0120.0010.04200.957

Modal120.0120001

Analysis Results3/6/2015

Page 1 of 16 Design DataThis chapter provides design data and results.6.1 Steel Frame DesignTable 6.1 - Steel Frame Preferences - AISC 360-10ItemValue

Multi-Response DesignStep-by-Step - All

Frame TypeIMF

Seismic Design GradeD

Importance Factor1

Design System Rho1

Design System Sds1

Design System R8

Design System Omega03

Design System Cd5.5

Design ProvisionLRFD

Analysis MethodDirect Analysis

Second Order MethodGeneral 2nd Order

Stiffness Rduction MethodTau-b Fixed

Phi (Bending)0.9

Phi (Compression)0.9

Phi (Tension-Yileding)0.9

Phi (Tension-Fracture)0.75

Phi (Shear)0.9

Phi (Shear-Short Webed Rolled I)1

Phi (Torsion)0.9

Ignore Seismic Code?Yes

Ignore Special Seismic Load?Yes

Doubler Plate Plug-Welded?Yes

HSS Welding TypeERW

Reduced HSS ThicknessYes

Consider Deflection?Yes

DL Ratio120

SDL+LL Ratio120

LL Ratio360

Total Ratio240

Total Camber Limit240

Pattern Live Load Factor0.75

D/C Ratio Limit0.95

Table 6.2 - Steel Frame Overwrites - AISC 360-10 (Part 1 of 5)StoryLabelUnique NameDesign TypeDesign SectionFrame TypeOmega0Check Deflection?Deflection TypeDL RatioSDL+LL RatioLL Ratio

NIVEL 2C110ColumnProgram DeterminedIntermediate Moment Frame, IMF3YesRatio120120360





















NIVEL 2B120BeamProgram DeterminedIntermediate Moment Frame, IMF3YesRatio120120360









































































Table 6.2 - Steel Frame Overwrites - AISC 360-10 (Part 2 of 5)StoryLabelUnique NameTotal RatioCamber RatioDL AbsolutecmSDL+LL AbsolutecmLL AbsolutecmTotal AbsolutecmCamber AbsolutecmCambercmNet Area RatioLLRF

NIVEL 2C110240240011

NIVEL 2C212240240011

NIVEL 2C313240240011

NIVEL 2C416240240011

NIVEL 2C515240240010.907907

NIVEL 2C614240240011

NIVEL 2C719240240011

NIVEL 2C818240240011

NIVEL 2C917240240011

NIVEL 1C11240240011

NIVEL 1C22240240011

NIVEL 1C33240240011

NIVEL 1C44240240010.968149

NIVEL 1C55240240010.767262

NIVEL 1C66240240011

NIVEL 1C77240240011

NIVEL 1C88240240010.964555

NIVEL 1C99240240011

NIVEL 1C1193240240011

NIVEL 1C1295240240011

NIVEL 1C1396240240011

NIVEL 2B120240240011

NIVEL 2B221240240011

NIVEL 2B322240240011

NIVEL 2B423240240011

NIVEL 2B524240240011

NIVEL 2B625240240011

NIVEL 2B726240240011

NIVEL 2B827240240011

NIVEL 2B928240240011

NIVEL 2B1029240240011

NIVEL 2B1130240240011

NIVEL 2B1231240240011

NIVEL 2B1578240240011

NIVEL 2B1679240240011

NIVEL 2B3460240240011

NIVEL 2B3561240240011

NIVEL 2B4062240240011

NIVEL 2B4587240240011

NIVEL 2B4651240240011

NIVEL 2B4752240240011

NIVEL 2B4853240240011

NIVEL 2B4954240240011

NIVEL 2B5055240240011

NIVEL 2B5156240240011

NIVEL 2B5257240240011

NIVEL 2B5358240240011

NIVEL 2B5459240240011

NIVEL 2B5563240240011

NIVEL 2B5664240240011

NIVEL 2B5765240240011

NIVEL 2B5866240240011

NIVEL 2B5967240240011

NIVEL 2B6068240240011

NIVEL 1B135240240011

NIVEL 1B236240240011

NIVEL 1B337240240011

NIVEL 1B438240240011

NIVEL 1B539240240011

NIVEL 1B640240240011

NIVEL 1B741240240011

NIVEL 1B845240240011

NIVEL 1B1143240240011

NIVEL 1B1244240240011

NIVEL 1B1434240240011

NIVEL 1B1542240240011

NIVEL 1B1646240240011

NIVEL 1B1747240240011

NIVEL 1B3185240240011

NIVEL 1B3292240240011

NIVEL 1B3683240240011

NIVEL 1B3784240240011

NIVEL 1B3886240240011

NIVEL 1B3994240240011

NIVEL 1B4188240240011

NIVEL 1B4289240240011

NIVEL 1B4390240240011

NIVEL 1B4491240240011

NIVEL 1B1376240240011

NIVEL 1B3377240240011

NIVEL 1B3433240240011

NIVEL 1B3548240240011

NIVEL 1B4049240240011

NIVEL 1B4550240240011

NIVEL 1B4669240240011

NIVEL 1B4770240240011

NIVEL 1B4871240240011

NIVEL 1B4972240240011

NIVEL 1B5073240240011

NIVEL 1B5174240240011

NIVEL 1B5275240240011

NIVEL 1B5480240240011

NIVEL 1B5581240240011

NIVEL 1B5882240240011

Table 6.2 - Steel Frame Overwrites - AISC 360-10 (Part 3 of 5)StoryLabelUnique NameUnbraced Length Ratio MajorUnbraced Length Ratio MinorUnbraced Length Ratio (LTB)Effective Length Factor MajorEffective Length Factor MinorEffective Length Factor MajorEffective Length Factor MinorEffective Length Factor (KLTB)Moment Coefficient (Cm Major)Moment Coefficient (Cm Minior)

NIVEL 2C1100.9267560.9267560.92675611111.0196970.3019770.295244

NIVEL 2C2120.9267560.9267560.92675611111.0196970.512180.301634

NIVEL 2C3130.9267560.9267560.92675611111.0196970.3410010.375702

NIVEL 2C4160.9267560.9267560.92675611111.0098420.2361890.258431

NIVEL 2C5150.9267560.9267560.92675611111.0098420.4195050.325191

NIVEL 2C6140.9267560.9267560.92675611111.0098420.382420.375611

NIVEL 2C7190.9267560.9267560.92675611111.0196970.2516580.550202

NIVEL 2C8180.9267560.9267560.92675611111.0196970.2949840.235929

NIVEL 2C9170.9267560.9267560.92675611111.0196970.3121350.289281

NIVEL 1C110.9267560.9267560.92675611111.1698350.3901480.314066

NIVEL 1C220.9267560.9267560.92675611111.1698350.4314660.368196

NIVEL 1C330.9267560.9267560.92675611111.1698350.3751590.438934

NIVEL 1C440.8337450.8337450.83374511111.1631630.2930060.333056

NIVEL 1C550.8337450.8337450.83374511111.1631630.5024290.470451

NIVEL 1C660.5021310.5021310.50213111111.16316311

NIVEL 1C770.9267560.9267560.92675611111.1698350.4944190.437709

NIVEL 1C880.9267560.9267560.92675611111.1698350.2256850.399105

NIVEL 1C990.9267560.9267560.92675611111.1698350.3109550.498982

NIVEL 1C11930.5021310.5021310.5021311111111

NIVEL 1C12950.5021310.5021310.5021311111111

NIVEL 1C13960.5021310.5021310.5021311111111

NIVEL 2B1200.9489460.250.251111110.91343

NIVEL 2B2210.9489460.250.251111111

NIVEL 2B3220.9661330.9661330.9661331111111

NIVEL 2B4230.9489460.250.251111111

NIVEL 2B5240.9489460.250.251111111

NIVEL 2B6250.9661330.9661330.9661331111110.502714

NIVEL 2B7260.9489460.250.251111111

NIVEL 2B8270.9489460.250.251111111

NIVEL 2B9280.9661330.9661330.9661331111111

NIVEL 2B10290.9661330.9661330.9661331111110.384209

NIVEL 2B11300.9661330.9661330.9661331111110.920453

NIVEL 2B12310.9661330.9661330.9661331111110.442822

NIVEL 2B15780.9435560.9435560.9435561111110.503231

NIVEL 2B16790.9435560.9435560.9435561111110.404279

NIVEL 2B34601111111111

NIVEL 2B35611111111110.222094

NIVEL 2B40621111111110.596513

NIVEL 2B45871111111111

NIVEL 2B46511111111111

NIVEL 2B47521111111111

NIVEL 2B48531111111111

NIVEL 2B49541111111111

NIVEL 2B50551111111111

NIVEL 2B51561111111111

NIVEL 2B52571111111111

NIVEL 2B53581111111111

NIVEL 2B54591111111111

NIVEL 2B55631111111111

NIVEL 2B56641111111111

NIVEL 2B57651111111111

NIVEL 2B58661111111111

NIVEL 2B59671111111111

NIVEL 2B60681111111111

NIVEL 1B1350.9489460.250.251111111

NIVEL 1B2360.9489460.250.251111111

NIVEL 1B3370.9661330.9661330.9661331111110.878417

NIVEL 1B4380.641140.250.251111111

NIVEL 1B5390.9489460.250.251111111

NIVEL 1B6400.9661330.9661330.9661331111110.452239

NIVEL 1B7410.9489460.250.251111111

NIVEL 1B8450.9489460.250.251111111

NIVEL 1B11430.9661330.9661330.9661331111110.881492

NIVEL 1B12440.9661330.6497330.6497331111111

NIVEL 1B14340.9661330.9661330.9661331111110.43352

NIVEL 1B15420.9435560.9435560.9435561111111

NIVEL 1B16460.9435560.9435560.9435561111110.9511

NIVEL 1B17470.6497330.6497330.6497331111111

NIVEL 1B31851111111110.885572

NIVEL 1B32921111111111

NIVEL 1B36830.5555560.3333330.3333331111111

NIVEL 1B37841111111110.538162

NIVEL 1B38861111111111

NIVEL 1B39941111111110.85744

NIVEL 1B41881111111111

NIVEL 1B42891111111111

NIVEL 1B43901111111111

NIVEL 1B44911111111111

NIVEL 1B13761111111111

NIVEL 1B337711.91.91111111

NIVEL 1B3433111111110.5952370.959718

NIVEL 1B35481111111110.941363

NIVEL 1B40491111111110.785182

NIVEL 1B4550111111110.598360.802559

NIVEL 1B46691111111110.544206

NIVEL 1B47701111111111

NIVEL 1B48711111111110.491471

NIVEL 1B49721111111110.416699

NIVEL 1B50731111111111

NIVEL 1B51741111111111

NIVEL 1B52751111111111

NIVEL 1B548012.1111112.1111111111111

NIVEL 1B55811111111111

NIVEL 1B58821111111110.838138

Table 6.2 - Steel Frame Overwrites - AISC 360-10 (Part 4 of 5)StoryLabelUnique NameBending Coefficient (Cb)Nonsway Moment Factor (B1 Major)Nonsway Moment Factor (B1 Minor)Sway Moment Factor (B2 Major)Sway Moment Factor (B2 Minor)Reduce Hss Thickness?HSS Welding Type?Yield stress, Fykgf/mmExpected to specified Fy ratio, Rykgf/mmCompressive Capacity, Pnctonf

NIVEL 2C1102.2212471111NoERW35.150.1130.237

NIVEL 2C2121.9524391111NoERW35.150.1130.237

NIVEL 2C3132.2021581111NoERW35.150.1130.237

NIVEL 2C4162.2541871111NoERW35.150.1130.237

NIVEL 2C5152.1647341111NoERW35.150.1130.237

NIVEL 2C6142.1822531111NoERW35.150.1130.237

NIVEL 2C7192.2463541111NoERW35.150.1130.237

NIVEL 2C8182.2247021111NoERW35.150.1130.237

NIVEL 2C9172.2162461111NoERW35.150.1130.237

NIVEL 1C112.1785791111NoERW35.150.1130.237

NIVEL 1C222.1591441111NoERW35.150.1130.237

NIVEL 1C332.1857171111NoERW35.150.1130.237

NIVEL 1C442.2256821111NoERW35.150.1135.7193

NIVEL 1C551.9903291111NoERW35.150.1135.7193

NIVEL 1C661.2779831111NoERW35.150.1156.0633

NIVEL 1C772.0225771111NoERW35.150.1130.237

NIVEL 1C882.2595371111NoERW35.150.1130.237

NIVEL 1C992.2168261111NoERW35.150.1130.237

NIVEL 1C11931.4555371111NoERW35.150.1156.0633

NIVEL 1C12951.3320591111NoERW35.150.1156.0633

NIVEL 1C13961.2493841111NoERW35.150.1156.0633

NIVEL 2B1201.0593691111NoERW35.150.11133.5862

NIVEL 2B2211.0621281111NoERW35.150.11133.5862

NIVEL 2B3221.5815541111NoERW35.150.1199.9868

NIVEL 2B4231.0587141111NoERW35.150.11133.5862

NIVEL 2B5241.0596181111NoERW35.150.11133.5862

NIVEL 2B6251.2194471111NoERW35.150.1199.9868

NIVEL 2B7261.0773031111NoERW35.150.11133.5862

NIVEL 2B8271.0502481111NoERW35.150.11133.5862

NIVEL 2B9282.5059961111NoERW35.150.1199.9868

NIVEL 2B10291.2168551111NoERW35.150.1199.9868

NIVEL 2B11301.2190021111NoERW35.150.1199.9868

NIVEL 2B12311.2903881111NoERW35.150.1199.9868

NIVEL 2B15781.9438571111NoERW35.150.11140.0165

NIVEL 2B16791.9521011111NoERW35.150.11140.0165

NIVEL 2B34601.6185511111NoERW35.150.1167.1793

NIVEL 2B35611.1306081111NoERW35.150.1167.1793

NIVEL 2B40621.1398071111NoERW35.150.1167.1793

NIVEL 2B45871.592361111NoERW35.150.1167.1793

NIVEL 2B46511.6414351111NoERW35.150.1121.9635

NIVEL 2B47521.6414731111NoERW35.150.1121.9635

NIVEL 2B48531.5382531111NoERW35.150.1121.9635

NIVEL 2B49541.5382711111NoERW35.150.1121.9635

NIVEL 2B50551.6528531111NoERW35.150.1121.9635

NIVEL 2B51561.6543661111NoERW35.150.1121.9635

NIVEL 2B52571.5591131111NoERW35.150.1121.9635

NIVEL 2B53582.0984861111NoERW35.150.1121.9635

NIVEL 2B54592.2355311111NoERW35.150.1164.9788

NIVEL 2B55631.5415951111NoERW35.150.1121.9635

NIVEL 2B56641.9825391111NoERW35.150.1121.9635

NIVEL 2B57652.370191111NoERW35.150.1164.9788

NIVEL 2B58661.6165331111NoERW35.150.1121.9635

NIVEL 2B59672.2034011111NoERW35.150.1121.9635

NIVEL 2B60682.2142991111NoERW35.150.1164.9788

NIVEL 1B1351.0692231111NoERW35.150.11133.5862

NIVEL 1B2361.0646971111NoERW35.150.11133.5862

NIVEL 1B3371.2034361111NoERW35.150.1199.9868

NIVEL 1B4381.9532561111NoERW35.150.11139.4193

NIVEL 1B5391.0367361111NoERW35.150.11275.8813

NIVEL 1B6401.4923631111NoERW35.150.1199.9868

NIVEL 1B7411.0672371111NoERW35.150.11133.5862

NIVEL 1B8451.0631771111NoERW35.150.11133.5862

NIVEL 1B11431.3983811111NoERW35.150.1199.9868

NIVEL 1B12441.1436731111NoERW35.150.11122.3383

NIVEL 1B14341.490821111NoERW35.150.1199.9868

NIVEL 1B15421.8253371111NoERW35.150.11140.0165

NIVEL 1B16461.8164741111NoERW35.150.11140.0165

NIVEL 1B17471.3647721111NoERW35.150.11122.3383

NIVEL 1B31852.7436231111NoERW35.150.1164.9788

NIVEL 1B32922.8370651111NoERW35.150.1164.9788

NIVEL 1B36831.3444141111NoERW35.150.11140.9939

NIVEL 1B37841.5594771111NoERW35.150.11140.9939

NIVEL 1B38862.4664411111NoERW35.150.1163.3387

NIVEL 1B39942.5806031111NoERW35.150.1163.3387

NIVEL 1B41881.4256051111NoERW35.150.11121.2669

NIVEL 1B42892.5028221111NoERW35.150.11138.315

NIVEL 1B43901.1409321111NoERW35.150.11121.2669

NIVEL 1B44911.341581111NoERW35.150.11138.315

NIVEL 1B137631111NoERW35.150.1142.3015

NIVEL 1B33771.8553791111NoERW35.150.1144.5806

NIVEL 1B34331.6711621111NoERW35.150.1167.1793

NIVEL 1B35481.1398941111NoERW35.150.1167.1793

NIVEL 1B40491.1021981111NoERW35.150.1167.1793

NIVEL 1B45501.6633311111NoERW35.150.1167.1793

NIVEL 1B46692.0491231111NoERW35.150.1121.9635

NIVEL 1B47702.049091111NoERW35.150.1121.9635

NIVEL 1B48712.0449391111NoERW35.150.1121.9635

NIVEL 1B49722.0450021111NoERW35.150.1121.9635

NIVEL 1B50732.0260211111NoERW35.150.1121.9635

NIVEL 1B51742.030231111NoERW35.150.1121.9635

NIVEL 1B52751.2140051111NoERW35.150.1121.9635

NIVEL 1B54802.778121111NoERW35.150.1144.5806

NIVEL 1B55811.1562411111NoERW35.150.1121.9635

NIVEL 1B58821.157981111NoERW35.150.1121.9635

Table 6.2 - Steel Frame Overwrites - AISC 360-10 (Part 5 of 5)StoryLabelUnique NameTensile Capacity, PnttonfMajor Bending Capacity, Mn3kgf-mMinor Bending Capacity, Mn2kgf-mMajor Shear Capacity, Vn2tonfMinor Shear Capacity, Vn3tonfD/C Ratio Limit

NIVEL 2C11072.46144303.18571202.818218.872627.43330.95

NIVEL 2C21272.46144303.18571202.818218.872627.43330.95

NIVEL 2C31372.46144303.18571202.818218.872627.43330.95

NIVEL 2C41672.46144303.18571202.818218.872627.43330.95

NIVEL 2C51572.46144303.18571202.818218.872627.43330.95

NIVEL 2C61472.46144303.18571202.818218.872627.43330.95

NIVEL 2C71972.46144303.18571202.818218.872627.43330.95

NIVEL 2C81872.46144303.18571202.818218.872627.43330.95

NIVEL 2C91772.46144303.18571202.818218.872627.43330.95

NIVEL 1C1172.46144303.18571202.818218.872627.43330.95

NIVEL 1C2272.46144303.18571202.818218.872627.43330.95

NIVEL 1C3372.46144303.18571202.818218.872627.43330.95

NIVEL 1C4472.46144303.18571202.818218.872627.43330.95

NIVEL 1C5572.46144303.18571202.818218.872627.43330.95

NIVEL 1C6672.46144303.18571202.818218.872627.43330.95

NIVEL 1C7772.46144303.18571202.818218.872627.43330.95

NIVEL 1C8872.46144303.18571202.818218.872627.43330.95

NIVEL 1C9972.46144303.18571202.818218.872627.43330.95

NIVEL 1C119372.46144303.18571202.818218.872627.43330.95

NIVEL 1C129572.46144303.18571202.818218.872627.43330.95

NIVEL 1C139672.46144303.18571202.818218.872627.43330.95

NIVEL 2B120144.514511976.33624443.168926.437963.68440.95

NIVEL 2B221144.514511976.33624443.168926.437963.68440.95

NIVEL 2B322144.514511976.33624443.168926.437963.68440.95

NIVEL 2B423144.514511976.33624443.168926.437963.68440.95

NIVEL 2B524144.514511976.33624443.168926.437963.68440.95

NIVEL 2B625144.514511976.33624443.168926.437963.68440.95

NIVEL 2B726144.514511976.33624443.168926.437963.68440.95

NIVEL 2B827144.514511976.33624443.168926.437963.68440.95

NIVEL 2B928144.514511976.33624443.168926.437963.68440.95

NIVEL 2B1029144.514511976.33624443.168926.437963.68440.95

NIVEL 2B1130144.514511976.33624443.168926.437963.68440.95

NIVEL 2B1231144.514511976.33624443.168926.437963.68440.95

NIVEL 2B1578144.514511976.33624443.168926.437963.68440.95

NIVEL 2B1679144.514511976.33624443.168926.437963.68440.95

NIVEL 2B346072.46144303.18571202.818218.872627.43330.95

NIVEL 2B356172.46144303.18571202.818218.872627.43330.95

NIVEL 2B406272.46144303.18571202.818218.872627.43330.95

NIVEL 2B458772.46144303.18571202.818218.872627.43330.95

NIVEL 2B465172.46144303.18571202.818218.872627.43330.95

NIVEL 2B475272.46144303.18571202.818218.872627.43330.95

NIVEL 2B485372.46144303.18571202.818218.872627.43330.95

NIVEL 2B495472.46144303.18571202.818218.872627.43330.95

NIVEL 2B505572.46144303.18571202.818218.872627.43330.95

NIVEL 2B515672.46144303.18571202.818218.872627.43330.95

NIVEL 2B525772.46144303.18571202.818218.872627.43330.95

NIVEL 2B535872.46144303.18571202.818218.872627.43330.95

NIVEL 2B545972.46144303.18571202.818218.872627.43330.95

NIVEL 2B556372.46144303.18571202.818218.872627.43330.95

NIVEL 2B566472.46144303.18571202.818218.872627.43330.95

NIVEL 2B576572.46144303.18571202.818218.872627.43330.95

NIVEL 2B586672.46144303.18571202.818218.872627.43330.95

NIVEL 2B596772.46144303.18571202.818218.872627.43330.95

NIVEL 2B606872.46144303.18571202.818218.872627.43330.95

NIVEL 1B135144.514511976.33624443.168926.437963.68440.95

NIVEL 1B236144.514511976.33624443.168926.437963.68440.95

NIVEL 1B337144.514511976.33624443.168926.437963.68440.95

NIVEL 1B438144.514511976.33624443.168926.437963.68440.95

NIVEL 1B539300.051452364.06748606.371586.9537104.71180.95

NIVEL 1B640144.514511976.33624443.168926.437963.68440.95

NIVEL 1B741144.514511976.33624443.168926.437963.68440.95

NIVEL 1B845144.514511976.33624443.168926.437963.68440.95

NIVEL 1B1143144.514511976.33624443.168926.437963.68440.95

NIVEL 1B1244144.514511976.33624443.168926.437963.68440.95

NIVEL 1B1434144.514511976.33624443.168926.437963.68440.95

NIVEL 1B1542144.514511976.33624443.168926.437963.68440.95

NIVEL 1B1646144.514511976.33624443.168926.437963.68440.95

NIVEL 1B1747144.514511976.33624443.168926.437963.68440.95

NIVEL 1B318572.46144303.18571202.818218.872627.43330.95

NIVEL 1B329272.46144303.18571202.818218.872627.43330.95

NIVEL 1B3683144.514511976.33624443.168926.437963.68440.95

NIVEL 1B3784144.514511976.33624443.168926.437963.68440.95

NIVEL 1B388672.46144303.18571202.818218.872627.43330.95

NIVEL 1B399472.46144303.18571202.818218.872627.43330.95

NIVEL 1B4188144.514511976.33624443.168926.437963.68440.95

NIVEL 1B4289144.514511976.33624443.168926.437963.68440.95

NIVEL 1B4390144.514511976.33624443.168926.437963.68440.95

NIVEL 1B4491144.514511976.33624443.168926.437963.68440.95

NIVEL 1B137672.46144303.18571202.818218.872627.43330.95

NIVEL 1B337772.46144303.18571202.818218.872627.43330.95

NIVEL 1B343372.46144303.18571202.818218.872627.43330.95

NIVEL 1B354872.46144303.18571202.818218.872627.43330.95

NIVEL 1B404972.46144303.18571202.818218.872627.43330.95

NIVEL 1B455072.46144303.18571202.818218.872627.43330.95

NIVEL 1B466972.46144303.18571202.818218.872627.43330.95

NIVEL 1B477072.46144303.18571202.818218.872627.43330.95

NIVEL 1B487172.46144303.18571202.818218.872627.43330.95

NIVEL 1B497272.46144303.18571202.818218.872627.43330.95

NIVEL 1B507372.46144303.18571202.818218.872627.43330.95

NIVEL 1B517472.46144303.18571202.818218.872627.43330.95

NIVEL 1B527572.46143577.28561202.818218.872627.43330.95

NIVEL 1B548072.46144303.18571202.818218.872627.43330.95

NIVEL 1B558172.46143407.07221202.818218.872627.43330.95

NIVEL 1B588272.46143412.19741202.818218.872627.43330.95

Table 6.3 - Steel Column EnvelopeLabelStorySectionMoment Interaction CheckPMM ComboV22 RatioV33 RatioClassCont. PlatemmDbl. PlatemmB/C Ratio MajorB/C Ratio Minor

C1NIVEL 2W6X120.121 = 0.022 + 0.073 + 0.025COMBO 10.0110.001Seismic HD













C5NIVEL 1W6X120.631 = 0.616 + 0.013 + 0.002COMBO 10.0020Seismic HD








Table 6.4 - Steel Beam EnvelopeLabelStorySectionMoment Interaction CheckPMM ComboV22 RatioV33 RatioClassConn. V I-EndtonfConn. V J-Endtonf

B1NIVEL 2W8X240.05 = 1.431E-04 + 0.05 + 0COMBO 10.0440Seismic MD0.88611.1583


B3NIVEL 2W8X240.022 = 0 + 0.021 + 0COMBO 10.020Seismic MD0.34730.5288










B15NIVEL 2W8X240.015 = 0 + 0.015 + 0COMBO 10.0130Seismic MD0.33950


B34NIVEL 2W6X120.013 = 0 + 0.013 + 0COMBO 10.0040Seismic HD00




B46NIVEL 2W6X120.114 = 0 + 0.114 + 0COMBO 10.0510Seismic HD0.6320.9559








B54NIVEL 2W6X120.046 = 0 + 0.046 + 0COMBO 10.0240Seismic HD0.45640







B1NIVEL 1W8X240.123 = 0 + 0.123 + 2.568E-04COMBO 10.0910Seismic MD1.67012.4157

B2NIVEL 1W8X240.128 = 0 + 0.128 + 0.001COMBO 10.1050Seismic MD2.77022.2475


B4NIVEL 1W8X240.089 = 0.001 + 0.088 + 0.001COMBO 10.0970.0001166Seismic MD2.5630.5813

B5NIVEL 1W18X500.106 = 1.122E-04 + 0.105 + 0COMBO 10.0780Seismic HD6.41136.7864


B7NIVEL 1W8X240.111 = 1.48E-04 + 0.11 + 0.001COMBO 10.0880Seismic MD1.76562.3202

B8NIVEL 1W8X240.125 = 3.173E-04 + 0.124 + 4.665E-04COMBO 10.1010Seismic MD2.67421.9585




B15NIVEL 1W8X240.05 = 0 + 0.049 + 3.23E-04COMBO 10.0360Seismic MD0.95630

B16NIVEL 1W8X240.052 = 0 + 0.052 + 1.45E-04COMBO 10.0380Seismic MD0.99840


B31NIVEL 1W6X120.043 = 0 + 0.043 + 1.864E-04COMBO 10.0380Seismic HD00.7235


B36NIVEL 1W8X240.036 = 0.001 + 0.036 + 1.847E-04COMBO 10.0360Seismic MD0.06340.5218

B37NIVEL 1W8X240.007 = 4.556E-04 + 0.005 + 0.002COMBO 10.0040.0001903Seismic MD0.09550.0579

B38NIVEL 1W6X120.042 = 0 + 0.042 + 1.183E-04COMBO 10.040Seismic HD0.7540.4008



B42NIVEL 1W8X240.017 = 0 + 0.017 + 0COMBO 10.0040Seismic MD00

B43NIVEL 1W8X240.013 = 0 + 0.013 + 0COMBO 10.0040Seismic MD00


B13NIVEL 1W6X120.212 = 3.872E-04 + 0.212 + 1.654E-04COMBO 10.0640Seismic HD1.20170.2998

B33NIVEL 1W6X120.064 = 0.001 + 0.063 + 1.555E-04COMBO 10.0370Seismic HD0.46580.6891

B34NIVEL 1W6X120.073 = 1.007E-04 + 0.073 + 1.854E-04COMBO 10.0230Seismic HD00

B35NIVEL 1W6X120.106 = 0 + 0.106 + 1.894E-04COMBO 10.0110Seismic HD00









B52NIVEL 1W6X120.253 = 1.983E-04 + 0.253 + 1.769E-04COMBO 10.1080Seismic HD1.4312.0335


B55NIVEL 1W6X120.377 = 0 + 0.377 + 1.748E-04COMBO 10.0920Seismic HD1.72421.7402

B58NIVEL 1W6X120.296 = 0.001 + 0.295 + 1.191E-04COMBO 10.0920Seismic HD1.71961.7449

6.2 Steel Connection DesignTable 6.5 - Steel Connection Design Preferences for Vertical Plate (Partial)PreferenceValue

Offset, G (mm)12.5

Offset, Gt (mm)25

Length, a (mm)62.5

Length, Leh (mm)37.5

Length, Lev (mm)37.5

Coping Depth, dct (mm)50

Coping Depth, dcb (mm)50

Bolt Spacing, S (mm)75

Bolt TypesA325-N

Bolt SizeM32

Hole TypesSTD

Weld MaterialE70XX

Weld Thickness, [1/16]D (mm)100

Plate MaterialA992Fy50

Plate Thickness, T (mm)9.4

Table 6.6 - Steel Connection Design Preferences for Vertical Plate (Full)PreferenceValue

Offset, G (mm)12.5

Offset, Gt (mm)25

Length, a (mm)62.5






Bolt TypesA325-N

Bolt SizeM32

Hole TypesSTD

Weld MaterialE70XX




Table 6.7 - Steel Connection Design Preferences for Horizontal PlatePreferenceValue

Offset, G (mm)12.5

Offset, Gt (mm)25

Length, a (mm)62.5






Bolt TypesA325-N

Bolt SizeM32

Hole TypesSTD

Weld MaterialE70XX




Table 6.8 - Steel Connection Design Preferences for Beam Column Shear Major AxisPreferenceValue

Offset, G (mm)12.5

Length, a (mm)62.5




Bolt TypesA325-N

Bolt SizeM32

Hole TypesSTD

Weld MaterialE70XX




Table 6.9 - Steel Connection Design Preferences for Beam Column Shear Minor AxisPreferenceValue

Offset, G (mm)12.5

Length, a (mm)62.5



Number of Bolt Column, N1 column

Bolt Column Gap, g (mm)75


Use StiffnerFalse

Bolt TypesA325-N

Bolt SizeM32

Hole TypesSTD

Weld MaterialE70XX




Table 6.10 - Steel Connection Design Preferences for Beam Column Moment Major AxisPreferenceValue

Length, a (mm)62.5




Bolt TypesA325-N

Bolt SizeM32

Hole TypesSTD

Weld MaterialE70XX




Table 6.11 - Steel Connection Design Preferences for Beam Column Moment Minor AxisPreferenceValue

Length, a (mm)62.5



Number of Bolt Column, N1 column

Bolt Column Gap, g (mm)75


Use StiffnerFalse

Bolt TypesA325-N

Bolt SizeM32

Hole TypesSTD

Weld MaterialE70XX




Table 6.12 - Steel Connection Design Preferences for Column Footing PreferencesPreferenceValue

With Concrete PedestalTrue

Base Plate Offset (mm)300


Min Width, Nmin (mm)250

Min Height, Bmin (mm)250

Anchor Rod SizeM25

Embedment Length, hef (mm)500



Anchor Rod Material [ASTM]F1554 Gr 36

Anchor Rod Heads and NutsSquare

Weld MaterialE70XX

Pedestal Material4000Psi

Width Increment, dN (mm)25

Height Increment, dB (mm)25

Footing Material4000Psi

Max Width, Nmax (mm)1000

Max Height, Bmax (mm)1000

Offset, Leh (mm)62.5

Offset, Lev (mm)62.5

Offset, a (mm)50

Offset, b (mm)50

Bolts Clearance, c (mm)37.5

Table 6.13 - Steel Connection Design ResultsSr. NoStoryConnectionMax D/C Ratio

1NIVEL 2B1-CI0.6694

2NIVEL 2B1-CJ0.6694

3NIVEL 2B2-CI0.6694

4NIVEL 2B2-CJ0.6694

5NIVEL 2B3-CI0.8149

6NIVEL 2B3-CJ0.8149

7NIVEL 2B4-CI0.6694

8NIVEL 2B4-CJ0.6694

9NIVEL 2B5-CI0.6694

10NIVEL 2B5-CJ0.6694

11NIVEL 2B6-CI0.8149








19NIVEL 2B10-CI0.8149

20NIVEL 2B10-CJ0.8149

21NIVEL 2B11-CI0.8149

22NIVEL 2B11-CJ0.8149

23NIVEL 2B12-CI0.8149

24NIVEL 2B12-CJ0.8149

25NIVEL 2B15-CI0.8149

26NIVEL 2B16-CI0.8149

27NIVEL 1C1-BP1.1719





32NIVEL 1C11-BP1.3558

33NIVEL 1C13-BP0.9234

34NIVEL 1C15-BP1.3171

35NIVEL 1C17-BP1.5449

36NIVEL 1B14-CI0.8149

37NIVEL 1B14-CJ0.8149















52NIVEL 1B15-CI0.8149

53NIVEL 1B11-CI0.8149

54NIVEL 1B11-CJ0.8149

55NIVEL 1B12-CI0.8149

56NIVEL 1B12-CJ0.8149



59NIVEL 1B16-CI0.8149

60NIVEL 1B17-CI0.8149

61NIVEL 1B17-CJ0.8149

62NIVEL 1B36-CJ0.7651

63NIVEL 1B37-CI0.7651

64NIVEL 1C105-BP1.2129

65NIVEL 1C107-BP1.5292

66NIVEL 1C109-BP1.3649

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