reporte de sap

License #1D4D9

SAP2000 Analysis Report

Model Name: EVALUANDO UNA COLUMNA DE CONCRETOARMADO.sdb

18 agosto 2014

EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014

Contents1. Model geometry............................................................................................................................................................... 4 1.1. Joint coordinates..................................................................................................................................................... 4 1.2. Joint restraints......................................................................................................................................................... 5 1.3. Element connectivity................................................................................................................................................ 62. Material properties........................................................................................................................................................... 93. Section properties.......................................................................................................................................................... 10 3.1. Frames.................................................................................................................................................................. 10 3.2. Areas..................................................................................................................................................................... 124. Load patterns................................................................................................................................................................. 12 4.1. Definitions.............................................................................................................................................................. 125. Load cases.................................................................................................................................................................... 12 5.1. Definitions.............................................................................................................................................................. 12 5.2. Static case load assignments................................................................................................................................ 13 5.3. Response spectrum case load assignments......................................................................................................... 136. Structure results............................................................................................................................................................ 13 6.1. Mass summary...................................................................................................................................................... 14 6.2. Modal results......................................................................................................................................................... 15 6.3. Base reactions....................................................................................................................................................... 167. Joint results................................................................................................................................................................... 168. Frame results................................................................................................................................................................. 179. Area results.................................................................................................................................................................... 3310. Material take-off........................................................................................................................................................... 3411. Design preferences...................................................................................................................................................... 35 11.1. Steel design......................................................................................................................................................... 35 11.2. Concrete design................................................................................................................................................... 35 11.3. Aluminum design.................................................................................................................................................. 36 11.4. Cold formed design.............................................................................................................................................. 36

List of FiguresFigure 1: Finite element model............................................................................................................................................ 4Figure 2: Deformed shape................................................................................................................................................. 14

List of TablesTable 1: Joint Coordinates................................................................................................................................................... 4Table 2: Joint Restraint Assignments................................................................................................................................... 5Table 3: Connectivity - Frame.............................................................................................................................................. 6Table 4: Frame Section Assignments.................................................................................................................................. 7Table 5: Connectivity - Area................................................................................................................................................. 9Table 6: Area Section Assignments..................................................................................................................................... 9Table 7: Material Properties 02 - Basic Mechanical Properties............................................................................................ 9Table 8: Material Properties 03a - Steel Data...................................................................................................................... 9Table 9: Material Properties 03b - Concrete Data.............................................................................................................. 10Table 10: Material Properties 03e - Rebar Data................................................................................................................. 10Table 11: Frame Section Properties 01 - General, Part 1 of 4........................................................................................... 10Table 11: Frame Section Properties 01 - General, Part 2 of 4........................................................................................... 10Table 11: Frame Section Properties 01 - General, Part 3 of 4........................................................................................... 10Table 11: Frame Section Properties 01 - General, Part 4 of 4............................................................................................ 11Table 12: Frame Section Properties 02 - Concrete Column, Part 1 of 2............................................................................ 11

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Table 12: Frame Section Properties 02 - Concrete Column, Part 2 of 2............................................................................ 11Table 13: Frame Section Properties 03 - Concrete Beam, Part 1 of 2............................................................................... 11Table 13: Frame Section Properties 03 - Concrete Beam, Part 2 of 2............................................................................... 11Table 14: Area Section Properties, Part 1 of 3................................................................................................................... 12Table 14: Area Section Properties, Part 2 of 3................................................................................................................... 12Table 14: Area Section Properties, Part 3 of 3................................................................................................................... 12Table 15: Load Pattern Definitions..................................................................................................................................... 12Table 16: Load Case Definitions........................................................................................................................................ 13Table 17: Case - Static 1 - Load Assignments................................................................................................................... 13Table 18: Function - Response Spectrum - User............................................................................................................... 13Table 19: Assembled Joint Masses.................................................................................................................................... 14Table 20: Modal Participating Mass Ratios........................................................................................................................ 15Table 21: Base Reactions.................................................................................................................................................. 16Table 22: Joint Displacements........................................................................................................................................... 16Table 23: Joint Reactions................................................................................................................................................... 17Table 24: Element Forces - Frames, Part 1 of 2................................................................................................................ 17Table 24: Element Forces - Frames, Part 2 of 2................................................................................................................ 25Table 25: Element Forces - Area Shells, Part 1 of 3.......................................................................................................... 33Table 25: Element Forces - Area Shells, Part 2 of 3.......................................................................................................... 33Table 25: Element Forces - Area Shells, Part 3 of 3.......................................................................................................... 33Table 26: Element Stresses - Area Shells, Part 1 of 3....................................................................................................... 33Table 26: Element Stresses - Area Shells, Part 2 of 3....................................................................................................... 34Table 26: Element Stresses - Area Shells, Part 3 of 3....................................................................................................... 34Table 27: Material List 2 - By Section Property.................................................................................................................. 34Table 28: Preferences - Steel Design - AISC360-05-IBC2006, Part 1 of 3........................................................................ 35Table 28: Preferences - Steel Design - AISC360-05-IBC2006, Part 2 of 3........................................................................ 35Table 28: Preferences - Steel Design - AISC360-05-IBC2006, Part 3 of 3........................................................................ 35Table 29: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2.................................................................... 35Table 29: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2.................................................................... 35Table 30: Preferences - Aluminum Design - AA-ASD 2000................................................................................................ 36Table 31: Preferences - Cold Formed Design - AISI-ASD96.............................................................................................. 36

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1. Model geometryThis section provides model geometry information, including items such as joint coordinates, joint restraints, and element connectivity.

XY XZY Z

Figure 1: Finite element model

1.1. Joint coordinates

Table 1: Joint CoordinatesTable 1: Joint Coordinates

Joint CoordSys CoordType GlobalX GlobalY GlobalZ

m m m

3 GLOBAL Cartesian 9.00000 0.00000 0.00000



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1.2. Joint restraints

Table 2: Joint Restraint AssignmentsTable 2: Joint Restraint Assignments

Joint U1 U2 U3 R1 R2 R3

3 Yes Yes Yes Yes Yes Yes

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1.3. Element connectivity

Table 3: Connectivity - FrameTable 3: Connectivity - Frame

Frame JointI JointJ Length

m

2 3 4 3.00000

3 4 5 3.00000

6 7 8 3.00000

38 8 38 3.00000

39 8 4 9.00000

40 7 5 9.00000

41 39 40 3.00000

42 40 41 3.00000

43 42 43 3.00000

44 43 44 3.00000

76 82 83 3.00000

77 83 84 3.00000

78 85 86 3.00000

79 86 87 3.00000

80 86 83 9.00000

81 85 84 9.00000

82 88 89 3.00000

83 89 90 3.00000

84 91 92 3.00000

85 92 93 3.00000

86 94 95 3.00000

87 95 96 3.00000

88 97 98 3.00000

89 98 99 3.00000

90 98 95 9.00000

91 97 96 9.00000

92 100 101 3.00000

93 101 102 3.00000

94 103 104 3.00000

95 104 105 3.00000

96 106 107 3.00000

97 107 108 3.00000

98 109 110 3.00000

99 110 111 3.00000

100 110 107 9.00000

101 109 108 9.00000

102 112 113 3.00000

103 113 114 3.00000

104 115 116 3.00000

105 116 117 3.00000

106 8 86 3.00000

107 86 98 3.00000

108 98 110 3.00000

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109 40 89 3.00000

110 89 101 3.00000

111 101 113 3.00000

112 43 92 3.00000

113 92 104 3.00000

114 104 116 3.00000

115 4 83 3.00000

116 83 95 3.00000

117 95 107 3.00000

118 7 85 3.00000

119 85 97 3.00000

120 97 109 3.00000

121 41 90 3.00000

122 90 102 3.00000

123 102 114 3.00000

124 44 93 3.00000

125 93 105 3.00000

126 105 117 3.00000

127 5 84 3.00000

128 84 96 3.00000

129 96 108 3.00000

Table 4: Frame Section AssignmentsTable 4: Frame Section Assignments

Frame AnalSect DesignSect MatProp

2 COLUM DECONCRETO

N.A. Default

3 COLUM DECONCRETO

N.A. Default

6 COLUM DECONCRETO

N.A. Default

38 COLUM DECONCRETO

N.A. Default

39 VIGAS DECONCRETO

N.A. Default

40 VIGAS DECONCRETO

N.A. Default

41 COLUM DECONCRETO

N.A. Default

42 COLUM DECONCRETO

N.A. Default

43 COLUM DECONCRETO

N.A. Default

44 COLUM DECONCRETO

N.A. Default

76 FSEC1 N.A. Default




80 VIGAS DECONCRETO

N.A. Default

81 VIGAS DECONCRETO

N.A. Default




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90 VIGAS DECONCRETO

N.A. Default

91 VIGAS DECONCRETO

N.A. Default









100 VIGAS DECONCRETO

N.A. Default


N.A. Default






N.A. Default


N.A. Default


N.A. Default


N.A. Default


N.A. Default


N.A. Default


N.A. Default


N.A. Default


N.A. Default


N.A. Default


N.A. Default


N.A. Default


N.A. Default


N.A. Default


N.A. Default


N.A. Default


N.A. Default


N.A. Default

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N.A. Default


N.A. Default


N.A. Default


N.A. Default


N.A. Default


N.A. Default

Table 5: Connectivity - AreaTable 5: Connectivity - Area

Area Joint1 Joint2 Joint3 Joint4

4 8 4 107 110

5 7 5 108 109

Table 6: Area Section AssignmentsTable 6: Area Section Assignments

Area Section MatProp

4 ASEC1 Default

5 LOSA Default

2. Material propertiesThis section provides material property information for materials used in the model.

Table 7: Material Properties 02 - Basic Mechanical PropertiesTable 7: Material Properties 02 - Basic Mechanical Properties

Material UnitWeight UnitMass E1 G12 U12 A1

Kgf/m3 Kgf-s2/m4 Kgf/m2 Kgf/m2 1/C

4000Psi 2.4028E+03 2.4501E+02 2534563541 1056068142 0.200000 9.9000E-06

4000Psi-1 2.4028E+03 2.4501E+02 2534563541 1056068142 0.200000 9.9000E-06

A615Gr60 7.8490E+03 8.0038E+02 2.039E+10 1.1700E-05

A992Fy50 7.8490E+03 8.0038E+02 2.039E+10 7841930445 0.300000 1.1700E-05

Table 8: Material Properties 03a - Steel DataTable 8: Material Properties 03a - Steel Data

Material Fy Fu FinalSlope

Kgf/m2 Kgf/m2

A992Fy50 35153481.31 45699525.70 -0.100000

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Table 9: Material Properties 03b - Concrete DataTable 9: Material Properties 03b - Concrete Data

Material Fc FinalSlope

Kgf/m2

4000Psi 2812278.50 -0.100000

4000Psi-1 2812278.50 -0.100000

Table 10: Material Properties 03e - Rebar DataTable 10: Material Properties 03e - Rebar Data

Material Fy Fu FinalSlope

Kgf/m2 Kgf/m2

A615Gr60 42184177.57 63276266.35 -0.100000

3. Section propertiesThis section provides section property information for objects used in the model.

3.1. Frames

Table 11: Frame Section Properties 01 - General, Part 1 of 4Table 11: Frame Section Properties 01 - General, Part 1 of 4

SectionName Material Shape t3 t2 tf tw t2b tfb

m m m m m m

COLUM DECONCRETO

4000Psi Rectangular 0.300000 0.300000

FSEC1 A992Fy50 I/Wide Flange 0.304800 0.127000 0.009652 0.006350 0.127000 0.009652

VIGAS DECONCRETO

4000Psi Rectangular 0.500000 0.300000


SectionName Area TorsConst I33 I22 AS2 AS3

m2 m4 m4 m4 m2 m2

COLUM DECONCRETO

0.090000 0.001141 0.000675 0.000675 0.075000 0.075000

FSEC1 0.004265 9.651E-08 0.000066 3.301E-06 0.001935 0.002043

VIGAS DECONCRETO

0.150000 0.002817 0.003125 0.001125 0.125000 0.125000


SectionName S33 S22 Z33 Z22 R33 R22

m3 m3 m3 m3 m m

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COLUM DECONCRETO

0.004500 0.004500 0.006750 0.006750 0.086603 0.086603

FSEC1 0.000431 0.000052 0.000491 0.000081 0.124145 0.027823

VIGAS DECONCRETO

0.012500 0.007500 0.018750 0.011250 0.144338 0.086603


SectionName AMod A2Mod A3Mod JMod I2Mod I3Mod MMod WMod

COLUM DECONCRETO

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

FSEC1 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

VIGAS DECONCRETO

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

Table 12: Frame Section Properties 02 - Concrete Column, Part 1 of 2Table 12: Frame Section Properties 02 - Concrete Column, Part 1 of 2

SectionName RebarMatL RebarMatC ReinfConfig LatReinf Cover NumBars3Dir NumBars2Dir

m

COLUM DECONCRETO

A615Gr60 A615Gr60 Rectangular Ties 0.040000 4 3

Table 12: Frame Section Properties 02 - Concrete Column, Part 2 of 2Table 12: Frame Section Properties 02 - Concrete Column, Part 2 of 2

SectionName BarSizeL BarSizeC SpacingC NumCBars2 NumCBars3

m

COLUM DECONCRETO

#5 #3 0.150000 2 2

Table 13: Frame Section Properties 03 - Concrete Beam, Part 1 of 2Table 13: Frame Section Properties 03 - Concrete Beam, Part 1 of 2

SectionName RebarMatL RebarMatC TopCover BotCover

m m

VIGAS DECONCRETO

A615Gr60 A615Gr60 0.050000 0.050000

Table 13: Frame Section Properties 03 - Concrete Beam, Part 2 of 2Table 13: Frame Section Properties 03 - Concrete Beam, Part 2 of 2

SectionName TopLeftArea TopRghtArea BotLeftArea BotRghtArea

m2 m2 m2 m2

VIGAS DECONCRETO

0.000000 0.000000 0.000000 0.000000

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3.2. Areas

Table 14: Area Section Properties, Part 1 of 3Table 14: Area Section Properties, Part 1 of 3

Section Material AreaType Type DrillDOF Thickness BendThick F11Mod

m m

ASEC1 A992Fy50 Shell Shell-Thin Yes 0.250000 0.250000 1.000000

LOSA 4000Psi Shell Plate-Thick 0.250000 0.250000 1.000000

Table 14: Area Section Properties, Part 2 of 3Table 14: Area Section Properties, Part 2 of 3

Section F22Mod F12Mod M11Mod M22Mod M12Mod V13Mod V23Mod MMod

ASEC1 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

LOSA 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

Table 14: Area Section Properties, Part 3 of 3Table 14: Area SectionProperties, Part 3 of 3

Section WMod

ASEC1 1.000000

LOSA 1.000000

4. Load patternsThis section provides loading information as applied to the model.

4.1. Definitions

Table 15: Load Pattern DefinitionsTable 15: Load Pattern Definitions

LoadPat DesignType SelfWtMult AutoLoad

DEAD DEAD 1.000000

5. Load casesThis section provides load case information.

5.1. Definitions

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Table 16: Load Case DefinitionsTable 16: Load Case Definitions

Case Type InitialCond ModalCase BaseCase DesActOpt DesignAct

DEAD LinStatic Zero Prog Det Non-Composite

MODAL LinModal Zero Prog Det Other

5.2. Static case load assignments

Table 17: Case - Static 1 - Load AssignmentsTable 17: Case - Static 1 - Load Assignments

Case LoadType LoadName LoadSF

DEAD Load pattern DEAD 1.000000

5.3. Response spectrum case load assignments

Table 18: Function - Response Spectrum - UserTable 18: Function - Response Spectrum - User

Name Period Accel FuncDamp

Sec

UNIFRS 0.000000 1.000000 0.050000

UNIFRS 1.000000 1.000000

6. Structure resultsThis section provides structure results, including items such as structural periods and base reactions.

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XY XZY Z

Figure 2: Deformed shape

6.1. Mass summary

Table 19: Assembled Joint MassesTable 19: Assembled Joint Masses

Joint U1 U2 U3 R1 R2 R3

Kgf-s2/m Kgf-s2/m Kgf-s2/m Kgf-m-s2 Kgf-m-s2 Kgf-m-s2

3 33.08 33.08 33.08 0.00 0.00 0.00

4 4228.33 4228.33 4228.33 0.00 0.00 0.00

5 1383.72 1383.72 1383.72 0.00 0.00 0.00

7 1383.72 1383.72 1383.72 0.00 0.00 0.00

8 4228.33 4228.33 4228.33 0.00 0.00 0.00

38 33.08 33.08 33.08 0.00 0.00 0.00

39 33.08 33.08 33.08 0.00 0.00 0.00

40 231.54 231.54 231.54 0.00 0.00 0.00

41 198.46 198.46 198.46 0.00 0.00 0.00

42 33.08 33.08 33.08 0.00 0.00 0.00

43 231.54 231.54 231.54 0.00 0.00 0.00

44 198.46 198.46 198.46 0.00 0.00 0.00

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82 5.12 5.12 5.12 0.00 0.00 0.00

83 175.62 175.62 175.62 0.00 0.00 0.00

84 170.50 170.50 170.50 0.00 0.00 0.00

85 170.50 170.50 170.50 0.00 0.00 0.00

86 175.62 175.62 175.62 0.00 0.00 0.00

87 5.12 5.12 5.12 0.00 0.00 0.00

88 5.12 5.12 5.12 0.00 0.00 0.00

89 230.75 230.75 230.75 0.00 0.00 0.00

90 225.63 225.63 225.63 0.00 0.00 0.00

91 5.12 5.12 5.12 0.00 0.00 0.00

92 230.75 230.75 230.75 0.00 0.00 0.00

93 225.63 225.63 225.63 0.00 0.00 0.00

94 5.12 5.12 5.12 0.00 0.00 0.00

95 175.62 175.62 175.62 0.00 0.00 0.00

96 170.50 170.50 170.50 0.00 0.00 0.00

97 170.50 170.50 170.50 0.00 0.00 0.00

98 175.62 175.62 175.62 0.00 0.00 0.00

99 5.12 5.12 5.12 0.00 0.00 0.00

100 5.12 5.12 5.12 0.00 0.00 0.00

101 230.75 230.75 230.75 0.00 0.00 0.00

102 225.63 225.63 225.63 0.00 0.00 0.00

103 5.12 5.12 5.12 0.00 0.00 0.00

104 230.75 230.75 230.75 0.00 0.00 0.00

105 225.63 225.63 225.63 0.00 0.00 0.00

106 5.12 5.12 5.12 0.00 0.00 0.00

107 4172.42 4172.42 4172.42 0.00 0.00 0.00

108 1355.76 1355.76 1355.76 0.00 0.00 0.00

109 1355.76 1355.76 1355.76 0.00 0.00 0.00

110 4172.42 4172.42 4172.42 0.00 0.00 0.00

111 5.12 5.12 5.12 0.00 0.00 0.00

112 5.12 5.12 5.12 0.00 0.00 0.00

113 175.62 175.62 175.62 0.00 0.00 0.00

114 170.50 170.50 170.50 0.00 0.00 0.00

115 5.12 5.12 5.12 0.00 0.00 0.00

116 175.62 175.62 175.62 0.00 0.00 0.00

117 170.50 170.50 170.50 0.00 0.00 0.00

6.2. Modal results

Table 20: Modal Participating Mass RatiosTable 20: Modal Participating Mass Ratios

OutputCase StepNum Period UX UY UZ SumUX SumUY SumUZ

Sec

MODAL 1.000000 4.689180 0.000 0.120 0.438 0.000 0.120 0.438

MODAL 2.000000 1.425657 0.445 0.000 0.000 0.445 0.120 0.438

MODAL 3.000000 0.653226 0.000 0.850 0.069 0.445 0.971 0.507

MODAL 4.000000 0.510615 0.523 3.275E-20 1.097E-18 0.967 0.971 0.507

MODAL 5.000000 0.412403 0.019 0.000 4.394E-18 0.987 0.971 0.507

MODAL 6.000000 0.283831 2.723E-20 0.028 8.964E-03 0.987 0.999 0.516

MODAL 7.000000 0.247579 8.583E-03 6.846E-18 5.025E-16 0.995 0.999 0.516

MODAL 8.000000 0.171472 3.480E-03 4.629E-17 7.262E-15 0.999 0.999 0.516

MODAL 9.000000 0.165667 1.361E-18 1.823E-10 3.300E-04 0.999 0.999 0.516

MODAL 10.000000 0.165199 8.171E-20 5.810E-06 1.360E-05 0.999 0.999 0.516

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MODAL 11.000000 0.165115 5.338E-06 5.827E-18 9.035E-20 0.999 0.999 0.516

MODAL 12.000000 0.165055 3.678E-19 2.541E-06 3.779E-05 0.999 0.999 0.516

6.3. Base reactions

Table 21: Base ReactionsTable 21: Base Reactions

OutputCase GlobalFX GlobalFY GlobalFZ GlobalMX GlobalMY GlobalMZ

Kgf Kgf Kgf Kgf-m Kgf-m Kgf-m

DEAD 7.161E-08 -1.293E-06 267099.11 1182206.10 -1201946.01 -9.092E-06

7. Joint resultsThis section provides joint results, including items such as displacements and reactions.

Table 22: Joint DisplacementsTable 22: Joint Displacements

Joint OutputCase U1 U2 U3 R1 R2 R3

m m m Radians Radians Radians

3 DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

4 DEAD 1.807E-08 0.777419 -0.001018 -0.531355 -0.001831 4.505E-06

5 DEAD 0.000021 2.361192 -0.001098 -0.534010 0.000181 0.000885

7 DEAD -0.000021 2.361192 -0.001098 -0.534010 -0.000181 -0.000885

8 DEAD -1.807E-08 0.777419 -0.001018 -0.531355 0.001831 -4.505E-06

38 DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

39 DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

40 DEAD 4.012E-07 0.777361 -0.000730 -0.505165 -0.000585 -0.000042

41 DEAD -0.000015 2.356230 -0.000468 -0.530520 -0.000192 -0.000690

42 DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

43 DEAD -4.012E-07 0.777361 -0.000730 -0.505165 0.000585 0.000042

44 DEAD 0.000015 2.356230 -0.000468 -0.530520 0.000192 0.000690

82 DEAD -0.010158 -0.836720 -1.604606 -0.538043 0.003362 0.000017

83 DEAD -0.000072 0.777410 -1.604604 -0.538043 0.003362 0.000017

84 DEAD 0.000062 2.361134 -1.604809 -0.537062 0.003062 0.000490

85 DEAD -0.000062 2.361134 -1.604809 -0.537062 -0.003062 -0.000490

86 DEAD 0.000072 0.777410 -1.604604 -0.538043 -0.003362 -0.000017

87 DEAD 0.010158 -0.836720 -1.604606 -0.538043 -0.003362 -0.000017

88 DEAD 0.007000 -0.849991 -1.592413 -0.542439 -0.002322 -4.459E-06

89 DEAD 0.000033 0.777327 -1.592411 -0.542439 -0.002322 -4.459E-06

90 DEAD -0.000028 2.356353 -1.594197 -0.536480 -0.001953 -0.000449

91 DEAD -0.007000 -0.849991 -1.592413 -0.542439 0.002322 4.459E-06

92 DEAD -0.000033 0.777327 -1.592411 -0.542439 0.002322 4.459E-06

93 DEAD 0.000028 2.356353 -1.594197 -0.536480 0.001953 0.000449

94 DEAD -0.003973 -0.851734 -3.227039 -0.543047 0.001314 2.403E-06

95 DEAD -0.000032 0.777408 -3.227037 -0.543047 0.001314 2.403E-06

96 DEAD 0.000040 2.361102 -3.227012 -0.543411 0.001454 0.000493

97 DEAD -0.000040 2.361102 -3.227012 -0.543411 -0.001454 -0.000493

98 DEAD 0.000032 0.777408 -3.227037 -0.543047 -0.001314 -2.403E-06

99 DEAD 0.003973 -0.851734 -3.227039 -0.543047 -0.001314 -2.403E-06

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100 DEAD 0.002612 -0.856162 -3.222829 -0.544488 -0.000866 -6.307E-06

101 DEAD 0.000014 0.777303 -3.222828 -0.544488 -0.000866 -6.307E-06

102 DEAD -0.000018 2.356433 -3.222492 -0.545495 -0.000885 -0.000443

103 DEAD -0.002612 -0.856162 -3.222829 -0.544488 0.000866 6.307E-06

104 DEAD -0.000014 0.777303 -3.222828 -0.544488 0.000866 6.307E-06

105 DEAD 0.000018 2.356433 -3.222492 -0.545495 0.000885 0.000443

106 DEAD 0.002037 -0.855140 -4.859305 -0.544186 -0.000679 -4.489E-06

107 DEAD 3.181E-07 0.777418 -4.859303 -0.544186 -0.000679 -4.489E-06

108 DEAD -0.000042 2.361091 -4.859469 -0.543714 5.608E-06 0.000885

109 DEAD 0.000042 2.361091 -4.859469 -0.543714 -5.608E-06 -0.000885

110 DEAD -3.181E-07 0.777418 -4.859303 -0.544186 0.000679 4.489E-06

111 DEAD -0.002037 -0.855140 -4.859305 -0.544186 0.000679 4.489E-06

112 DEAD 0.000825 -0.859081 -4.859103 -0.545457 -0.000275 -0.000022

113 DEAD 9.627E-07 0.777290 -4.859101 -0.545457 -0.000275 -0.000022

114 DEAD 0.000018 2.356469 -4.859101 -0.545135 -0.000136 -0.000662

115 DEAD -0.000825 -0.859081 -4.859103 -0.545457 0.000275 0.000022

116 DEAD -9.627E-07 0.777290 -4.859101 -0.545457 0.000275 0.000022

117 DEAD -0.000018 2.356469 -4.859101 -0.545135 0.000136 0.000662

Table 23: Joint ReactionsTable 23: Joint Reactions

Joint OutputCase F1 F2 F3 M1 M2 M3

Kgf Kgf Kgf Kgf-m Kgf-m Kgf-m

3 DEAD -2030.40 14495.85 77728.60 281275.47 -2001.17 -1.81

38 DEAD 2030.40 14495.85 77728.60 281275.47 2001.17 1.81

39 DEAD -648.73 -14495.85 55820.95 309827.58 -639.54 16.95

42 DEAD 648.73 -14495.85 55820.95 309827.58 639.54 -16.95

8. Frame resultsThis section provides frame force results.

Table 24: Element Forces - Frames, Part 1 of 2Table 24: Element Forces - Frames, Part 1 of 2

Frame Station OutputCase P V2 V3

m Kgf Kgf Kgf

2 0.00000 DEAD -77728.60 2030.40 -14495.85

2 1.50000 DEAD -77404.23 2030.40 -14495.85

2 3.00000 DEAD -77079.86 2030.40 -14495.85

3 0.00000 DEAD -6419.98 1844.42 -10549.35

3 1.50000 DEAD -6095.61 1844.42 -10549.35

3 3.00000 DEAD -5771.23 1844.42 -10549.35

6 0.00000 DEAD -5771.23 1844.42 -10549.35

6 1.50000 DEAD -6095.61 1844.42 -10549.35

6 3.00000 DEAD -6419.98 1844.42 -10549.35

38 0.00000 DEAD -77079.86 2030.40 -14495.85

38 1.50000 DEAD -77404.23 2030.40 -14495.85

38 3.00000 DEAD -77728.60 2030.40 -14495.85

39 0.00000 DEAD 53.13 6493.09 -14.66

39 0.50000 DEAD 53.13 6673.30 -14.66

39 1.00000 DEAD 53.13 6853.51 -14.66

of 36


39 1.50000 DEAD 53.13 7033.71 -14.66

39 2.00000 DEAD 53.13 7213.92 -14.66

39 2.50000 DEAD 53.13 7394.13 -14.66

39 3.00000 DEAD 53.13 7574.34 -14.66

39 3.00000 DEAD -101.69 -540.62 4.307E-09

39 3.50000 DEAD -101.69 -360.42 4.307E-09

39 4.00000 DEAD -101.69 -180.21 4.307E-09

39 4.50000 DEAD -101.69 -8.078E-09 4.307E-09

39 5.00000 DEAD -101.69 180.21 4.307E-09

39 5.50000 DEAD -101.69 360.42 4.307E-09

39 6.00000 DEAD -101.69 540.62 4.307E-09

39 6.00000 DEAD 53.13 -7574.34 14.66

39 6.50000 DEAD 53.13 -7394.13 14.66

39 7.00000 DEAD 53.13 -7213.92 14.66

39 7.50000 DEAD 53.13 -7033.71 14.66

39 8.00000 DEAD 53.13 -6853.51 14.66

39 8.50000 DEAD 53.13 -6673.30 14.66

39 9.00000 DEAD 53.13 -6493.09 14.66

40 0.00000 DEAD 746.99 -311.94 3200.94

40 0.50000 DEAD 746.99 -131.73 3200.94

40 1.00000 DEAD 746.99 48.48 3200.94

40 1.50000 DEAD 746.99 228.69 3200.94

40 2.00000 DEAD 746.99 408.89 3200.94

40 2.50000 DEAD 746.99 589.10 3200.94

40 3.00000 DEAD 746.99 769.31 3200.94

40 3.00000 DEAD 3719.70 -540.62 -2.328E-09

40 3.50000 DEAD 3719.70 -360.42 -2.328E-09

40 4.00000 DEAD 3719.70 -180.21 -2.328E-09

40 4.50000 DEAD 3719.70 -8.393E-09 -2.328E-09

40 5.00000 DEAD 3719.70 180.21 -2.328E-09

40 5.50000 DEAD 3719.70 360.42 -2.328E-09

40 6.00000 DEAD 3719.70 540.62 -2.328E-09

40 6.00000 DEAD 746.99 -769.31 -3200.94

40 6.50000 DEAD 746.99 -589.10 -3200.94

40 7.00000 DEAD 746.99 -408.89 -3200.94

40 7.50000 DEAD 746.99 -228.69 -3200.94

40 8.00000 DEAD 746.99 -48.48 -3200.94

40 8.50000 DEAD 746.99 131.73 -3200.94

40 9.00000 DEAD 746.99 311.94 -3200.94

41 0.00000 DEAD -55820.95 648.73 14495.85

41 1.50000 DEAD -55496.58 648.73 14495.85

41 3.00000 DEAD -55172.20 648.73 14495.85

42 0.00000 DEAD 19569.53 849.85 18730.45

42 1.50000 DEAD 19893.91 849.85 18730.45

42 3.00000 DEAD 20218.28 849.85 18730.45

43 0.00000 DEAD -55820.95 -648.73 14495.85

43 1.50000 DEAD -55496.58 -648.73 14495.85

43 3.00000 DEAD -55172.20 -648.73 14495.85

44 0.00000 DEAD 19569.53 -849.85 18730.45

44 1.50000 DEAD 19893.91 -849.85 18730.45

44 3.00000 DEAD 20218.28 -849.85 18730.45

76 0.00000 DEAD -7.451E-09 4.547E-13 -3.638E-12

76 1.50000 DEAD 50.21 4.547E-13 -3.638E-12

76 3.00000 DEAD 100.42 4.547E-13 -3.638E-12

77 0.00000 DEAD -5966.45 -5063.05 -860.72

77 1.50000 DEAD -5916.24 -5063.05 -860.72

77 3.00000 DEAD -5866.03 -5063.05 -860.72

of 36


78 0.00000 DEAD -5866.03 -5063.05 -860.72

78 1.50000 DEAD -5916.24 -5063.05 -860.72

78 3.00000 DEAD -5966.45 -5063.05 -860.72

79 0.00000 DEAD 100.42 0.00 0.00

79 1.50000 DEAD 50.21 0.00 0.00

79 3.00000 DEAD -7.002E-09 0.00 0.00

80 0.00000 DEAD -4929.26 11410.46 61.74

80 0.50000 DEAD -4929.26 11590.67 61.74

80 1.00000 DEAD -4929.26 11770.88 61.74

80 1.50000 DEAD -4929.26 11951.09 61.74

80 2.00000 DEAD -4929.26 12131.29 61.74

80 2.50000 DEAD -4929.26 12311.50 61.74

80 3.00000 DEAD -4929.26 12491.71 61.74

80 3.00000 DEAD -8317.47 -540.62 1.676E-08

80 3.50000 DEAD -8317.47 -360.42 1.676E-08

80 4.00000 DEAD -8317.47 -180.21 1.676E-08

80 4.50000 DEAD -8317.47 -1.149E-08 1.676E-08

80 5.00000 DEAD -8317.47 180.21 1.676E-08

80 5.50000 DEAD -8317.47 360.42 1.676E-08

80 6.00000 DEAD -8317.47 540.62 1.676E-08

80 6.00000 DEAD -4929.26 -12491.71 -61.74

80 6.50000 DEAD -4929.26 -12311.50 -61.74

80 7.00000 DEAD -4929.26 -12131.29 -61.74

80 7.50000 DEAD -4929.26 -11951.09 -61.74

80 8.00000 DEAD -4929.26 -11770.88 -61.74

80 8.50000 DEAD -4929.26 -11590.67 -61.74

80 9.00000 DEAD -4929.26 -11410.46 -61.74

81 0.00000 DEAD 4261.58 9530.59 4154.45

81 0.50000 DEAD 4261.58 9710.79 4154.45

81 1.00000 DEAD 4261.58 9891.00 4154.45

81 1.50000 DEAD 4261.58 10071.21 4154.45

81 2.00000 DEAD 4261.58 10251.42 4154.45

81 2.50000 DEAD 4261.58 10431.62 4154.45

81 3.00000 DEAD 4261.58 10611.83 4154.45

81 3.00000 DEAD 7160.00 -540.62 2.794E-09

81 3.50000 DEAD 7160.00 -360.42 2.794E-09

81 4.00000 DEAD 7160.00 -180.21 2.794E-09

81 4.50000 DEAD 7160.00 -1.056E-08 2.794E-09

81 5.00000 DEAD 7160.00 180.21 2.794E-09

81 5.50000 DEAD 7160.00 360.42 2.794E-09

81 6.00000 DEAD 7160.00 540.62 2.794E-09

81 6.00000 DEAD 4261.58 -10611.83 -4154.45

81 6.50000 DEAD 4261.58 -10431.62 -4154.45

81 7.00000 DEAD 4261.58 -10251.42 -4154.45

81 7.50000 DEAD 4261.58 -10071.21 -4154.45

81 8.00000 DEAD 4261.58 -9891.00 -4154.45

81 8.50000 DEAD 4261.58 -9710.79 -4154.45

81 9.00000 DEAD 4261.58 -9530.59 -4154.45

82 0.00000 DEAD -7.451E-09 -2.274E-13 0.00

82 1.50000 DEAD 50.21 -2.274E-13 0.00

82 3.00000 DEAD 100.42 -2.274E-13 0.00

83 0.00000 DEAD -51790.67 3384.82 -1170.69

83 1.50000 DEAD -51740.47 3384.82 -1170.69

83 3.00000 DEAD -51690.26 3384.82 -1170.69

84 0.00000 DEAD 0.00 0.00 -3.638E-12

84 1.50000 DEAD 50.21 0.00 -3.638E-12

84 3.00000 DEAD 100.42 0.00 -3.638E-12

of 36


85 0.00000 DEAD -51790.67 -3384.82 -1170.69

85 1.50000 DEAD -51740.47 -3384.82 -1170.69

85 3.00000 DEAD -51690.26 -3384.82 -1170.69

86 0.00000 DEAD 0.00 0.00 -3.638E-12

86 1.50000 DEAD 50.21 0.00 -3.638E-12

86 3.00000 DEAD 100.42 0.00 -3.638E-12

87 0.00000 DEAD 675.25 -2174.24 -1368.23

87 1.50000 DEAD 725.46 -2174.24 -1368.23

87 3.00000 DEAD 775.67 -2174.24 -1368.23

88 0.00000 DEAD 775.67 -2174.24 -1368.23

88 1.50000 DEAD 725.46 -2174.24 -1368.23

88 3.00000 DEAD 675.25 -2174.24 -1368.23

89 0.00000 DEAD 100.42 -2.274E-13 -3.638E-12

89 1.50000 DEAD 50.21 -2.274E-13 -3.638E-12

89 3.00000 DEAD -1.445E-08 -2.274E-13 -3.638E-12

90 0.00000 DEAD -2223.90 2523.76 113.32

90 0.50000 DEAD -2223.90 2703.97 113.32

90 1.00000 DEAD -2223.90 2884.18 113.32

90 1.50000 DEAD -2223.90 3064.39 113.32

90 2.00000 DEAD -2223.90 3244.59 113.32

90 2.50000 DEAD -2223.90 3424.80 113.32

90 3.00000 DEAD -2223.90 3605.01 113.32

90 3.00000 DEAD -3580.51 -540.62 1.420E-08

90 3.50000 DEAD -3580.51 -360.42 1.420E-08

90 4.00000 DEAD -3580.51 -180.21 1.420E-08

90 4.50000 DEAD -3580.51 6.203E-09 1.420E-08

90 5.00000 DEAD -3580.51 180.21 1.420E-08

90 5.50000 DEAD -3580.51 360.42 1.420E-08

90 6.00000 DEAD -3580.51 540.62 1.420E-08

90 6.00000 DEAD -2223.90 -3605.01 -113.32

90 6.50000 DEAD -2223.90 -3424.80 -113.32

90 7.00000 DEAD -2223.90 -3244.59 -113.32

90 7.50000 DEAD -2223.90 -3064.39 -113.32

90 8.00000 DEAD -2223.90 -2884.18 -113.32

90 8.50000 DEAD -2223.90 -2703.97 -113.32

90 9.00000 DEAD -2223.90 -2523.76 -113.32

91 0.00000 DEAD 2829.76 2752.50 4021.18

91 0.50000 DEAD 2829.76 2932.70 4021.18

91 1.00000 DEAD 2829.76 3112.91 4021.18

91 1.50000 DEAD 2829.76 3293.12 4021.18

91 2.00000 DEAD 2829.76 3473.33 4021.18

91 2.50000 DEAD 2829.76 3653.54 4021.18

91 3.00000 DEAD 2829.76 3833.74 4021.18

91 3.00000 DEAD 4573.62 -540.62 3.260E-09

91 3.50000 DEAD 4573.62 -360.42 3.260E-09

91 4.00000 DEAD 4573.62 -180.21 3.260E-09

91 4.50000 DEAD 4573.62 6.149E-10 3.260E-09

91 5.00000 DEAD 4573.62 180.21 3.260E-09

91 5.50000 DEAD 4573.62 360.42 3.260E-09

91 6.00000 DEAD 4573.62 540.62 3.260E-09

91 6.00000 DEAD 2829.76 -3833.74 -4021.18

91 6.50000 DEAD 2829.76 -3653.54 -4021.18

91 7.00000 DEAD 2829.76 -3473.33 -4021.18

91 7.50000 DEAD 2829.76 -3293.12 -4021.18

91 8.00000 DEAD 2829.76 -3112.91 -4021.18

91 8.50000 DEAD 2829.76 -2932.70 -4021.18

91 9.00000 DEAD 2829.76 -2752.50 -4021.18

of 36


92 0.00000 DEAD 0.00 -1.137E-13 0.00

92 1.50000 DEAD 50.21 -1.137E-13 0.00

92 3.00000 DEAD 100.42 -1.137E-13 0.00

93 0.00000 DEAD 9663.92 1382.62 -1661.27

93 1.50000 DEAD 9714.13 1382.62 -1661.27

93 3.00000 DEAD 9764.34 1382.62 -1661.27

94 0.00000 DEAD 0.00 1.137E-13 0.00

94 1.50000 DEAD 50.21 1.137E-13 0.00

94 3.00000 DEAD 100.42 1.137E-13 0.00

95 0.00000 DEAD 9663.92 -1382.62 -1661.27

95 1.50000 DEAD 9714.13 -1382.62 -1661.27

95 3.00000 DEAD 9764.34 -1382.62 -1661.27

96 0.00000 DEAD -2.980E-08 -1.137E-13 0.00

96 1.50000 DEAD 50.21 -1.137E-13 0.00

96 3.00000 DEAD 100.42 -1.137E-13 0.00

97 0.00000 DEAD -4872.25 515.68 -1433.17

97 1.50000 DEAD -4822.04 515.68 -1433.17

97 3.00000 DEAD -4771.83 515.68 -1433.17

98 0.00000 DEAD -4771.83 515.68 -1433.17

98 1.50000 DEAD -4822.04 515.68 -1433.17

98 3.00000 DEAD -4872.25 515.68 -1433.17

99 0.00000 DEAD 100.42 0.00 0.00

99 1.50000 DEAD 50.21 0.00 0.00

99 3.00000 DEAD -4.425E-08 0.00 0.00

100 0.00000 DEAD 162.32 2092.85 123.98

100 0.50000 DEAD 162.32 2273.06 123.98

100 1.00000 DEAD 162.32 2453.27 123.98

100 1.50000 DEAD 162.32 2633.48 123.98

100 2.00000 DEAD 162.32 2813.68 123.98

100 2.50000 DEAD 162.32 2993.89 123.98

100 3.00000 DEAD 162.32 3174.10 123.98

100 3.00000 DEAD -244.00 -540.62 1.327E-08

100 3.50000 DEAD -244.00 -360.42 1.327E-08

100 4.00000 DEAD -244.00 -180.21 1.327E-08

100 4.50000 DEAD -244.00 2.669E-08 1.327E-08

100 5.00000 DEAD -244.00 180.21 1.327E-08

100 5.50000 DEAD -244.00 360.42 1.327E-08

100 6.00000 DEAD -244.00 540.62 1.327E-08

100 6.00000 DEAD 162.32 -3174.10 -123.98

100 6.50000 DEAD 162.32 -2993.89 -123.98

100 7.00000 DEAD 162.32 -2813.68 -123.98

100 7.50000 DEAD 162.32 -2633.48 -123.98

100 8.00000 DEAD 162.32 -2453.27 -123.98

100 8.50000 DEAD 162.32 -2273.06 -123.98

100 9.00000 DEAD 162.32 -2092.85 -123.98

101 0.00000 DEAD -2961.13 -32.79 2834.89

101 0.50000 DEAD -2961.13 147.41 2834.89

101 1.00000 DEAD -2961.13 327.62 2834.89

101 1.50000 DEAD -2961.13 507.83 2834.89

101 2.00000 DEAD -2961.13 688.04 2834.89

101 2.50000 DEAD -2961.13 868.24 2834.89

101 3.00000 DEAD -2961.13 1048.45 2834.89

101 3.00000 DEAD -4621.46 -540.62 -2.328E-09

101 3.50000 DEAD -4621.46 -360.42 -2.328E-09

101 4.00000 DEAD -4621.46 -180.21 -2.328E-09

101 4.50000 DEAD -4621.46 1.552E-08 -2.328E-09

101 5.00000 DEAD -4621.46 180.21 -2.328E-09

of 36


101 5.50000 DEAD -4621.46 360.42 -2.328E-09

101 6.00000 DEAD -4621.46 540.62 -2.328E-09

101 6.00000 DEAD -2961.13 -1048.45 -2834.89

101 6.50000 DEAD -2961.13 -868.24 -2834.89

101 7.00000 DEAD -2961.13 -688.04 -2834.89

101 7.50000 DEAD -2961.13 -507.83 -2834.89

101 8.00000 DEAD -2961.13 -327.62 -2834.89

101 8.50000 DEAD -2961.13 -147.41 -2834.89

101 9.00000 DEAD -2961.13 32.79 -2834.89

102 0.00000 DEAD -2.980E-08 -2.842E-14 0.00

102 1.50000 DEAD 50.21 -2.842E-14 0.00

102 3.00000 DEAD 100.42 -2.842E-14 0.00

103 0.00000 DEAD -62.35 337.40 -1687.01

103 1.50000 DEAD -12.14 337.40 -1687.01

103 3.00000 DEAD 38.07 337.40 -1687.01

104 0.00000 DEAD 0.00 0.00 0.00

104 1.50000 DEAD 50.21 0.00 0.00

104 3.00000 DEAD 100.42 0.00 0.00

105 0.00000 DEAD -62.35 -337.40 -1687.01

105 1.50000 DEAD -12.14 -337.40 -1687.01

105 3.00000 DEAD 38.07 -337.40 -1687.01

106 0.00000 DEAD -1155.40 1123.52 48.57

106 0.50000 DEAD -1155.40 1303.72 48.57

106 1.00000 DEAD -1155.40 1483.93 48.57

106 1.50000 DEAD -1155.40 1664.14 48.57

106 2.00000 DEAD -1155.40 1844.35 48.57

106 2.50000 DEAD -1155.40 2024.55 48.57

106 3.00000 DEAD -1155.40 2204.76 48.57

107 0.00000 DEAD -232.94 -3138.83 -85.22

107 0.50000 DEAD -232.94 -2958.62 -85.22

107 1.00000 DEAD -232.94 -2778.42 -85.22

107 1.50000 DEAD -232.94 -2598.21 -85.22

107 2.00000 DEAD -232.94 -2418.00 -85.22

107 2.50000 DEAD -232.94 -2237.79 -85.22

107 3.00000 DEAD -232.94 -2057.59 -85.22

108 0.00000 DEAD 1248.60 -5156.18 -35.56

108 0.50000 DEAD 1248.60 -4975.98 -35.56

108 1.00000 DEAD 1248.60 -4795.77 -35.56

108 1.50000 DEAD 1248.60 -4615.56 -35.56

108 2.00000 DEAD 1248.60 -4435.35 -35.56

108 2.50000 DEAD 1248.60 -4255.15 -35.56

108 3.00000 DEAD 1248.60 -4074.94 -35.56

109 0.00000 DEAD -4219.94 -66626.78 -46.30

109 0.50000 DEAD -4219.94 -66446.57 -46.30

109 1.00000 DEAD -4219.94 -66266.36 -46.30

109 1.50000 DEAD -4219.94 -66086.15 -46.30

109 2.00000 DEAD -4219.94 -65905.95 -46.30

109 2.50000 DEAD -4219.94 -65725.74 -46.30

109 3.00000 DEAD -4219.94 -65545.53 -46.30

110 0.00000 DEAD -3110.98 -622.11 -42.91

110 0.50000 DEAD -3110.98 -441.90 -42.91

110 1.00000 DEAD -3110.98 -261.69 -42.91

110 1.50000 DEAD -3110.98 -81.48 -42.91

110 2.00000 DEAD -3110.98 98.72 -42.91

110 2.50000 DEAD -3110.98 278.93 -42.91

110 3.00000 DEAD -3110.98 459.14 -42.91

111 0.00000 DEAD -1563.03 -4958.74 -68.92

of 36


111 0.50000 DEAD -1563.03 -4778.53 -68.92

111 1.00000 DEAD -1563.03 -4598.32 -68.92

111 1.50000 DEAD -1563.03 -4418.11 -68.92

111 2.00000 DEAD -1563.03 -4237.91 -68.92

111 2.50000 DEAD -1563.03 -4057.70 -68.92

111 3.00000 DEAD -1563.03 -3877.49 -68.92

112 0.00000 DEAD -4219.94 -66626.78 46.30

112 0.50000 DEAD -4219.94 -66446.57 46.30

112 1.00000 DEAD -4219.94 -66266.36 46.30

112 1.50000 DEAD -4219.94 -66086.15 46.30

112 2.00000 DEAD -4219.94 -65905.95 46.30

112 2.50000 DEAD -4219.94 -65725.74 46.30

112 3.00000 DEAD -4219.94 -65545.53 46.30

113 0.00000 DEAD -3110.98 -622.11 42.91

113 0.50000 DEAD -3110.98 -441.90 42.91

113 1.00000 DEAD -3110.98 -261.69 42.91

113 1.50000 DEAD -3110.98 -81.48 42.91

113 2.00000 DEAD -3110.98 98.72 42.91

113 2.50000 DEAD -3110.98 278.93 42.91

113 3.00000 DEAD -3110.98 459.14 42.91

114 0.00000 DEAD -1563.03 -4958.74 68.92

114 0.50000 DEAD -1563.03 -4778.53 68.92

114 1.00000 DEAD -1563.03 -4598.32 68.92

114 1.50000 DEAD -1563.03 -4418.11 68.92

114 2.00000 DEAD -1563.03 -4237.91 68.92

114 2.50000 DEAD -1563.03 -4057.70 68.92

114 3.00000 DEAD -1563.03 -3877.49 68.92

115 0.00000 DEAD -1155.40 1123.52 -48.57

115 0.50000 DEAD -1155.40 1303.72 -48.57

115 1.00000 DEAD -1155.40 1483.93 -48.57

115 1.50000 DEAD -1155.40 1664.14 -48.57

115 2.00000 DEAD -1155.40 1844.35 -48.57

115 2.50000 DEAD -1155.40 2024.55 -48.57

115 3.00000 DEAD -1155.40 2204.76 -48.57

116 0.00000 DEAD -232.94 -3138.83 85.22

116 0.50000 DEAD -232.94 -2958.62 85.22

116 1.00000 DEAD -232.94 -2778.42 85.22

116 1.50000 DEAD -232.94 -2598.21 85.22

116 2.00000 DEAD -232.94 -2418.00 85.22

116 2.50000 DEAD -232.94 -2237.79 85.22

116 3.00000 DEAD -232.94 -2057.59 85.22

117 0.00000 DEAD 1248.60 -5156.18 35.56

117 0.50000 DEAD 1248.60 -4975.98 35.56

117 1.00000 DEAD 1248.60 -4795.77 35.56

117 1.50000 DEAD 1248.60 -4615.56 35.56

117 2.00000 DEAD 1248.60 -4435.35 35.56

117 2.50000 DEAD 1248.60 -4255.15 35.56

117 3.00000 DEAD 1248.60 -4074.94 35.56

118 0.00000 DEAD -7348.41 8903.50 -2591.41

118 0.50000 DEAD -7348.41 9083.71 -2591.41

118 1.00000 DEAD -7348.41 9263.92 -2591.41

118 1.50000 DEAD -7348.41 9444.12 -2591.41

118 2.00000 DEAD -7348.41 9624.33 -2591.41

118 2.50000 DEAD -7348.41 9804.54 -2591.41

118 3.00000 DEAD -7348.41 9984.75 -2591.41

119 0.00000 DEAD -4054.68 -5411.87 -1789.94

119 0.50000 DEAD -4054.68 -5231.67 -1789.94

of 36


119 1.00000 DEAD -4054.68 -5051.46 -1789.94

119 1.50000 DEAD -4054.68 -4871.25 -1789.94

119 2.00000 DEAD -4054.68 -4691.04 -1789.94

119 2.50000 DEAD -4054.68 -4510.84 -1789.94

119 3.00000 DEAD -4054.68 -4330.63 -1789.94

120 0.00000 DEAD -1401.72 -6307.45 -2445.46

120 0.50000 DEAD -1401.72 -6127.25 -2445.46

120 1.00000 DEAD -1401.72 -5947.04 -2445.46

120 1.50000 DEAD -1401.72 -5766.83 -2445.46

120 2.00000 DEAD -1401.72 -5586.62 -2445.46

120 2.50000 DEAD -1401.72 -5406.42 -2445.46

120 3.00000 DEAD -1401.72 -5226.21 -2445.46

121 0.00000 DEAD 15529.51 21528.21 -2122.87

121 0.50000 DEAD 15529.51 21708.42 -2122.87

121 1.00000 DEAD 15529.51 21888.63 -2122.87

121 1.50000 DEAD 15529.51 22068.84 -2122.87

121 2.00000 DEAD 15529.51 22249.04 -2122.87

121 2.50000 DEAD 15529.51 22429.25 -2122.87

121 3.00000 DEAD 15529.51 22609.46 -2122.87

122 0.00000 DEAD 10204.36 -17928.34 -1636.47

122 0.50000 DEAD 10204.36 -17748.13 -1636.47

122 1.00000 DEAD 10204.36 -17567.93 -1636.47

122 1.50000 DEAD 10204.36 -17387.72 -1636.47

122 2.00000 DEAD 10204.36 -17207.51 -1636.47

122 2.50000 DEAD 10204.36 -17027.30 -1636.47

122 3.00000 DEAD 10204.36 -16847.10 -1636.47

123 0.00000 DEAD 4521.91 -2708.39 -1997.72

123 0.50000 DEAD 4521.91 -2528.18 -1997.72

123 1.00000 DEAD 4521.91 -2347.97 -1997.72

123 1.50000 DEAD 4521.91 -2167.77 -1997.72

123 2.00000 DEAD 4521.91 -1987.56 -1997.72

123 2.50000 DEAD 4521.91 -1807.35 -1997.72

123 3.00000 DEAD 4521.91 -1627.14 -1997.72

124 0.00000 DEAD 15529.51 21528.21 2122.87

124 0.50000 DEAD 15529.51 21708.42 2122.87

124 1.00000 DEAD 15529.51 21888.63 2122.87

124 1.50000 DEAD 15529.51 22068.84 2122.87

124 2.00000 DEAD 15529.51 22249.04 2122.87

124 2.50000 DEAD 15529.51 22429.25 2122.87

124 3.00000 DEAD 15529.51 22609.46 2122.87

125 0.00000 DEAD 10204.36 -17928.34 1636.47

125 0.50000 DEAD 10204.36 -17748.13 1636.47

125 1.00000 DEAD 10204.36 -17567.93 1636.47

125 1.50000 DEAD 10204.36 -17387.72 1636.47

125 2.00000 DEAD 10204.36 -17207.51 1636.47

125 2.50000 DEAD 10204.36 -17027.30 1636.47

125 3.00000 DEAD 10204.36 -16847.10 1636.47

126 0.00000 DEAD 4521.91 -2708.39 1997.72

126 0.50000 DEAD 4521.91 -2528.18 1997.72

126 1.00000 DEAD 4521.91 -2347.97 1997.72

126 1.50000 DEAD 4521.91 -2167.77 1997.72

126 2.00000 DEAD 4521.91 -1987.56 1997.72

126 2.50000 DEAD 4521.91 -1807.35 1997.72

126 3.00000 DEAD 4521.91 -1627.14 1997.72

127 0.00000 DEAD -7348.41 8903.50 2591.41

127 0.50000 DEAD -7348.41 9083.71 2591.41

127 1.00000 DEAD -7348.41 9263.92 2591.41

of 36


127 1.50000 DEAD -7348.41 9444.12 2591.41

127 2.00000 DEAD -7348.41 9624.33 2591.41

127 2.50000 DEAD -7348.41 9804.54 2591.41

127 3.00000 DEAD -7348.41 9984.75 2591.41

128 0.00000 DEAD -4054.68 -5411.87 1789.94

128 0.50000 DEAD -4054.68 -5231.67 1789.94

128 1.00000 DEAD -4054.68 -5051.46 1789.94

128 1.50000 DEAD -4054.68 -4871.25 1789.94

128 2.00000 DEAD -4054.68 -4691.04 1789.94

128 2.50000 DEAD -4054.68 -4510.84 1789.94

128 3.00000 DEAD -4054.68 -4330.63 1789.94

129 0.00000 DEAD -1401.72 -6307.45 2445.46

129 0.50000 DEAD -1401.72 -6127.25 2445.46

129 1.00000 DEAD -1401.72 -5947.04 2445.46

129 1.50000 DEAD -1401.72 -5766.83 2445.46

129 2.00000 DEAD -1401.72 -5586.62 2445.46

129 2.50000 DEAD -1401.72 -5406.42 2445.46

129 3.00000 DEAD -1401.72 -5226.21 2445.46

Table 24: Element Forces - Frames, Part 2 of 2Table 24: Element Forces - Frames, Part 2 of 2

Frame Station OutputCase T M2 M3

m Kgf-m Kgf-m Kgf-m

2 0.00000 DEAD 1.81 281275.47 2001.17

2 1.50000 DEAD 1.81 303019.25 -1044.43

2 3.00000 DEAD 1.81 324763.02 -4090.02

3 0.00000 DEAD 353.63 -14309.72 3914.53

3 1.50000 DEAD 353.63 1514.30 1147.90

3 3.00000 DEAD 353.63 17338.33 -1618.73

6 0.00000 DEAD -353.63 -17338.33 1618.73

6 1.50000 DEAD -353.63 -1514.30 -1147.90

6 3.00000 DEAD -353.63 14309.72 -3914.53

38 0.00000 DEAD -1.81 -324763.02 4090.02

38 1.50000 DEAD -1.81 -303019.25 1044.43

38 3.00000 DEAD -1.81 -281275.47 -2001.17

39 0.00000 DEAD 25974.50 13.85 16659.81

39 0.50000 DEAD 25974.50 21.18 13368.22

39 1.00000 DEAD 25974.50 28.51 9986.51

39 1.50000 DEAD 25974.50 35.84 6514.71

39 2.00000 DEAD 25974.50 43.17 2952.80

39 2.50000 DEAD 25974.50 50.49 -699.21

39 3.00000 DEAD 25974.50 57.82 -4441.33

39 3.00000 DEAD -2.584E-08 -80.23 -3358.78

39 3.50000 DEAD -2.584E-08 -80.23 -3133.52

39 4.00000 DEAD -2.584E-08 -80.23 -2998.36

39 4.50000 DEAD -2.584E-08 -80.23 -2953.31

39 5.00000 DEAD -2.584E-08 -80.23 -2998.36

39 5.50000 DEAD -2.584E-08 -80.23 -3133.52

39 6.00000 DEAD -2.584E-08 -80.23 -3358.78

39 6.00000 DEAD -25974.50 57.82 -4441.33

39 6.50000 DEAD -25974.50 50.49 -699.21

39 7.00000 DEAD -25974.50 43.17 2952.80

39 7.50000 DEAD -25974.50 35.84 6514.71

39 8.00000 DEAD -25974.50 28.51 9986.51

39 8.50000 DEAD -25974.50 21.18 13368.22

of 36


39 9.00000 DEAD -25974.50 13.85 16659.81

40 0.00000 DEAD 3461.62 4616.43 99.88

40 0.50000 DEAD 3461.62 3015.96 210.79

40 1.00000 DEAD 3461.62 1415.49 231.60

40 1.50000 DEAD 3461.62 -184.98 162.31

40 2.00000 DEAD 3461.62 -1785.45 2.92

40 2.50000 DEAD 3461.62 -3385.92 -246.58

40 3.00000 DEAD 3461.62 -4986.40 -586.18

40 3.00000 DEAD -4.657E-09 -1312.58 -1282.71

40 3.50000 DEAD -4.657E-09 -1312.58 -1057.45

40 4.00000 DEAD -4.657E-09 -1312.58 -922.29

40 4.50000 DEAD -4.657E-09 -1312.58 -877.24

40 5.00000 DEAD -4.657E-09 -1312.58 -922.29

40 5.50000 DEAD -4.657E-09 -1312.58 -1057.45

40 6.00000 DEAD -4.657E-09 -1312.58 -1282.71

40 6.00000 DEAD -3461.62 -4986.40 -586.18

40 6.50000 DEAD -3461.62 -3385.92 -246.58

40 7.00000 DEAD -3461.62 -1785.45 2.92

40 7.50000 DEAD -3461.62 -184.98 162.31

40 8.00000 DEAD -3461.62 1415.49 231.60

40 8.50000 DEAD -3461.62 3015.96 210.79

40 9.00000 DEAD -3461.62 4616.43 99.88

41 0.00000 DEAD -16.95 309827.58 639.54

41 1.50000 DEAD -16.95 288083.80 -333.55

41 3.00000 DEAD -16.95 266340.03 -1306.65

42 0.00000 DEAD -260.33 42554.98 1498.99

42 1.50000 DEAD -260.33 14459.30 224.22

42 3.00000 DEAD -260.33 -13636.37 -1050.56

43 0.00000 DEAD 16.95 309827.58 -639.54

43 1.50000 DEAD 16.95 288083.80 333.55

43 3.00000 DEAD 16.95 266340.03 1306.65

44 0.00000 DEAD 260.33 42554.98 -1498.99

44 1.50000 DEAD 260.33 14459.30 -224.22

44 3.00000 DEAD 260.33 -13636.37 1050.56

76 0.00000 DEAD 0.00 0.00 0.00

76 1.50000 DEAD 0.00 5.457E-12 -6.821E-13

76 3.00000 DEAD 0.00 1.091E-11 -1.364E-12

77 0.00000 DEAD 0.12 -1313.10 -7728.84

77 1.50000 DEAD 0.12 -22.02 -134.26

77 3.00000 DEAD 0.12 1269.06 7460.32

78 0.00000 DEAD -0.12 -1269.06 -7460.32

78 1.50000 DEAD -0.12 22.02 134.26

78 3.00000 DEAD -0.12 1313.10 7728.84

79 0.00000 DEAD 0.00 -2.910E-11 0.00

79 1.50000 DEAD 0.00 -2.910E-11 0.00

79 3.00000 DEAD 0.00 -2.910E-11 0.00

80 0.00000 DEAD -4359.89 80.66 14911.03

80 0.50000 DEAD -4359.89 49.79 9160.74

80 1.00000 DEAD -4359.89 18.92 3320.36

80 1.50000 DEAD -4359.89 -11.95 -2610.14

80 2.00000 DEAD -4359.89 -42.81 -8630.73

80 2.50000 DEAD -4359.89 -73.68 -14741.43

80 3.00000 DEAD -4359.89 -104.55 -20942.23

80 3.00000 DEAD 3.027E-09 -8.48 -12532.70

80 3.50000 DEAD 3.027E-09 -8.48 -12307.44

80 4.00000 DEAD 3.027E-09 -8.48 -12172.28

80 4.50000 DEAD 3.027E-09 -8.48 -12127.23

of 36


80 5.00000 DEAD 3.027E-09 -8.48 -12172.28

80 5.50000 DEAD 3.027E-09 -8.48 -12307.44

80 6.00000 DEAD 3.027E-09 -8.48 -12532.70

80 6.00000 DEAD 4359.89 -104.55 -20942.23

80 6.50000 DEAD 4359.89 -73.68 -14741.43

80 7.00000 DEAD 4359.89 -42.81 -8630.73

80 7.50000 DEAD 4359.89 -11.95 -2610.14

80 8.00000 DEAD 4359.89 18.92 3320.36

80 8.50000 DEAD 4359.89 49.79 9160.74

80 9.00000 DEAD 4359.89 80.66 14911.03

81 0.00000 DEAD 577.48 6193.21 11910.62

81 0.50000 DEAD 577.48 4115.99 7100.27

81 1.00000 DEAD 577.48 2038.76 2199.82

81 1.50000 DEAD 577.48 -38.46 -2790.73

81 2.00000 DEAD 577.48 -2115.69 -7871.39

81 2.50000 DEAD 577.48 -4192.91 -13042.15

81 3.00000 DEAD 577.48 -6270.14 -18303.01

81 3.00000 DEAD -2.328E-09 -854.23 -10584.37

81 3.50000 DEAD -2.328E-09 -854.23 -10359.11

81 4.00000 DEAD -2.328E-09 -854.23 -10223.96

81 4.50000 DEAD -2.328E-09 -854.23 -10178.91

81 5.00000 DEAD -2.328E-09 -854.23 -10223.96

81 5.50000 DEAD -2.328E-09 -854.23 -10359.11

81 6.00000 DEAD -2.328E-09 -854.23 -10584.37

81 6.00000 DEAD -577.48 -6270.14 -18303.01

81 6.50000 DEAD -577.48 -4192.91 -13042.15

81 7.00000 DEAD -577.48 -2115.69 -7871.39

81 7.50000 DEAD -577.48 -38.46 -2790.73

81 8.00000 DEAD -577.48 2038.76 2199.82

81 8.50000 DEAD -577.48 4115.99 7100.27

81 9.00000 DEAD -577.48 6193.21 11910.62

82 0.00000 DEAD 0.00 -3.638E-12 0.00

82 1.50000 DEAD 0.00 -3.638E-12 3.411E-13

82 3.00000 DEAD 0.00 -3.638E-12 6.821E-13

83 0.00000 DEAD -0.11 -1889.76 5242.05

83 1.50000 DEAD -0.11 -133.72 164.82

83 3.00000 DEAD -0.11 1622.32 -4912.42

84 0.00000 DEAD 0.00 0.00 -9.095E-13

84 1.50000 DEAD 0.00 5.457E-12 -9.095E-13

84 3.00000 DEAD 0.00 1.091E-11 -9.095E-13

85 0.00000 DEAD 0.11 -1889.76 -5242.05

85 1.50000 DEAD 0.11 -133.72 -164.82

85 3.00000 DEAD 0.11 1622.32 4912.42

86 0.00000 DEAD 0.00 -1.091E-11 1.137E-13

86 1.50000 DEAD 0.00 -5.457E-12 1.137E-13

86 3.00000 DEAD 0.00 0.00 1.137E-13

87 0.00000 DEAD 0.12 -2044.18 -3198.60

87 1.50000 DEAD 0.12 8.16 62.76

87 3.00000 DEAD 0.12 2060.51 3324.11

88 0.00000 DEAD -0.12 -2060.51 -3324.11

88 1.50000 DEAD -0.12 -8.16 -62.76

88 3.00000 DEAD -0.12 2044.18 3198.60

89 0.00000 DEAD 0.00 -3.638E-11 0.00

89 1.50000 DEAD 0.00 -3.092E-11 3.411E-13

89 3.00000 DEAD 0.00 -2.547E-11 6.821E-13

90 0.00000 DEAD -1429.05 173.69 3143.49

90 0.50000 DEAD -1429.05 117.03 1836.56

of 36


90 1.00000 DEAD -1429.05 60.37 439.52

90 1.50000 DEAD -1429.05 3.71 -1047.62

90 2.00000 DEAD -1429.05 -52.95 -2624.87

90 2.50000 DEAD -1429.05 -109.61 -4292.21

90 3.00000 DEAD -1429.05 -166.27 -6049.67

90 3.00000 DEAD 4.773E-09 -11.99 -4842.57

90 3.50000 DEAD 4.773E-09 -11.99 -4617.31

90 4.00000 DEAD 4.773E-09 -11.99 -4482.16

90 4.50000 DEAD 4.773E-09 -11.99 -4437.10

90 5.00000 DEAD 4.773E-09 -11.99 -4482.16

90 5.50000 DEAD 4.773E-09 -11.99 -4617.31

90 6.00000 DEAD 4.773E-09 -11.99 -4842.57

90 6.00000 DEAD 1429.05 -166.27 -6049.67

90 6.50000 DEAD 1429.05 -109.61 -4292.21

90 7.00000 DEAD 1429.05 -52.95 -2624.87

90 7.50000 DEAD 1429.05 3.71 -1047.62

90 8.00000 DEAD 1429.05 60.37 439.52

90 8.50000 DEAD 1429.05 117.03 1836.56

90 9.00000 DEAD 1429.05 173.69 3143.49

91 0.00000 DEAD -2066.49 5984.13 3167.08

91 0.50000 DEAD -2066.49 3973.54 1745.78

91 1.00000 DEAD -2066.49 1962.95 234.37

91 1.50000 DEAD -2066.49 -47.64 -1367.14

91 2.00000 DEAD -2066.49 -2058.23 -3058.75

91 2.50000 DEAD -2066.49 -4068.83 -4840.46

91 3.00000 DEAD -2066.49 -6079.42 -6712.28

91 3.00000 DEAD 5.937E-09 -842.30 -4945.41

91 3.50000 DEAD 5.937E-09 -842.30 -4720.15

91 4.00000 DEAD 5.937E-09 -842.30 -4585.00

91 4.50000 DEAD 5.937E-09 -842.30 -4539.95

91 5.00000 DEAD 5.937E-09 -842.30 -4585.00

91 5.50000 DEAD 5.937E-09 -842.30 -4720.15

91 6.00000 DEAD 5.937E-09 -842.30 -4945.41

91 6.00000 DEAD 2066.49 -6079.42 -6712.28

91 6.50000 DEAD 2066.49 -4068.83 -4840.46

91 7.00000 DEAD 2066.49 -2058.23 -3058.75

91 7.50000 DEAD 2066.49 -47.64 -1367.14

91 8.00000 DEAD 2066.49 1962.95 234.37

91 8.50000 DEAD 2066.49 3973.54 1745.78

91 9.00000 DEAD 2066.49 5984.13 3167.08

92 0.00000 DEAD 0.00 -3.638E-12 -1.137E-13

92 1.50000 DEAD 0.00 -3.638E-12 5.684E-14

92 3.00000 DEAD 0.00 -3.638E-12 2.274E-13

93 0.00000 DEAD -0.11 -2469.33 2065.22

93 1.50000 DEAD -0.11 22.58 -8.70

93 3.00000 DEAD -0.11 2514.49 -2082.62

94 0.00000 DEAD 0.00 -1.091E-11 3.411E-13

94 1.50000 DEAD 0.00 -1.091E-11 1.705E-13

94 3.00000 DEAD 0.00 -1.091E-11 0.00

95 0.00000 DEAD 0.11 -2469.33 -2065.22

95 1.50000 DEAD 0.11 22.58 8.70

95 3.00000 DEAD 0.11 2514.49 2082.62

96 0.00000 DEAD 0.00 0.00 -1.137E-13

96 1.50000 DEAD 0.00 0.00 5.684E-14

96 3.00000 DEAD 0.00 0.00 2.274E-13

97 0.00000 DEAD 0.22 -2160.34 1079.20

97 1.50000 DEAD 0.22 -10.58 305.68

of 36


97 3.00000 DEAD 0.22 2139.18 -467.83

98 0.00000 DEAD -0.22 -2139.18 467.83

98 1.50000 DEAD -0.22 10.58 -305.68

98 3.00000 DEAD -0.22 2160.34 -1079.20

99 0.00000 DEAD 0.00 -2.910E-11 -2.274E-13

99 1.50000 DEAD 0.00 -2.910E-11 -2.274E-13

99 3.00000 DEAD 0.00 -2.910E-11 -2.274E-13

100 0.00000 DEAD -1260.92 211.36 6197.32

100 0.50000 DEAD -1260.92 149.37 5105.85

100 1.00000 DEAD -1260.92 87.38 3924.26

100 1.50000 DEAD -1260.92 25.39 2652.58

100 2.00000 DEAD -1260.92 -36.61 1290.79

100 2.50000 DEAD -1260.92 -98.60 -161.11

100 3.00000 DEAD -1260.92 -160.59 -1703.11

100 3.00000 DEAD 6.519E-09 -42.24 -1721.22

100 3.50000 DEAD 6.519E-09 -42.24 -1495.96

100 4.00000 DEAD 6.519E-09 -42.24 -1360.80

100 4.50000 DEAD 6.519E-09 -42.24 -1315.75

100 5.00000 DEAD 6.519E-09 -42.24 -1360.80

100 5.50000 DEAD 6.519E-09 -42.24 -1495.96

100 6.00000 DEAD 6.519E-09 -42.24 -1721.22

100 6.00000 DEAD 1260.92 -160.59 -1703.11

100 6.50000 DEAD 1260.92 -98.60 -161.11

100 7.00000 DEAD 1260.92 -36.61 1290.79

100 7.50000 DEAD 1260.92 25.39 2652.58

100 8.00000 DEAD 1260.92 87.38 3924.26

100 8.50000 DEAD 1260.92 149.37 5105.85

100 9.00000 DEAD 1260.92 211.36 6197.32

101 0.00000 DEAD -1408.83 4040.71 835.26

101 0.50000 DEAD -1408.83 2623.26 806.60

101 1.00000 DEAD -1408.83 1205.82 687.85

101 1.50000 DEAD -1408.83 -211.63 478.98

101 2.00000 DEAD -1408.83 -1629.08 180.02

101 2.50000 DEAD -1408.83 -3046.52 -209.05

101 3.00000 DEAD -1408.83 -4463.97 -688.23

101 3.00000 DEAD 8.033E-09 -1258.92 -987.58

101 3.50000 DEAD 8.033E-09 -1258.92 -762.32

101 4.00000 DEAD 8.033E-09 -1258.92 -627.16

101 4.50000 DEAD 8.033E-09 -1258.92 -582.11

101 5.00000 DEAD 8.033E-09 -1258.92 -627.16

101 5.50000 DEAD 8.033E-09 -1258.92 -762.32

101 6.00000 DEAD 8.033E-09 -1258.92 -987.58

101 6.00000 DEAD 1408.83 -4463.97 -688.23

101 6.50000 DEAD 1408.83 -3046.52 -209.05

101 7.00000 DEAD 1408.83 -1629.08 180.02

101 7.50000 DEAD 1408.83 -211.63 478.98

101 8.00000 DEAD 1408.83 1205.82 687.85

101 8.50000 DEAD 1408.83 2623.26 806.60

101 9.00000 DEAD 1408.83 4040.71 835.26

102 0.00000 DEAD 0.00 -7.276E-12 -8.527E-14

102 1.50000 DEAD 0.00 -7.276E-12 -4.263E-14

102 3.00000 DEAD 0.00 -7.276E-12 0.00

103 0.00000 DEAD -0.16 -2537.75 568.16

103 1.50000 DEAD -0.16 -7.24 62.06

103 3.00000 DEAD -0.16 2523.28 -444.03

104 0.00000 DEAD 0.00 0.00 5.684E-14

104 1.50000 DEAD 0.00 0.00 5.684E-14

of 36


104 3.00000 DEAD 0.00 0.00 5.684E-14

105 0.00000 DEAD 0.16 -2537.75 -568.16

105 1.50000 DEAD 0.16 -7.24 -62.06

105 3.00000 DEAD 0.16 2523.28 444.03

106 0.00000 DEAD -5150.83 84.76 -15433.27

106 0.50000 DEAD -5150.83 60.47 -16040.08

106 1.00000 DEAD -5150.83 36.19 -16736.99

106 1.50000 DEAD -5150.83 11.90 -17524.01

106 2.00000 DEAD -5150.83 -12.38 -18401.13

106 2.50000 DEAD -5150.83 -36.67 -19368.35

106 3.00000 DEAD -5150.83 -60.95 -20425.68

107 0.00000 DEAD 2031.35 -141.73 -17378.89

107 0.50000 DEAD 2031.35 -99.12 -15854.53

107 1.00000 DEAD 2031.35 -56.51 -14420.27

107 1.50000 DEAD 2031.35 -13.90 -13076.11

107 2.00000 DEAD 2031.35 28.71 -11822.06

107 2.50000 DEAD 2031.35 71.32 -10658.11

107 3.00000 DEAD 2031.35 113.93 -9584.27

108 0.00000 DEAD 1976.24 -59.88 -10199.40

108 0.50000 DEAD 1976.24 -42.11 -7666.36

108 1.00000 DEAD 1976.24 -24.33 -5223.42

108 1.50000 DEAD 1976.24 -6.55 -2870.59

108 2.00000 DEAD 1976.24 11.23 -607.86

108 2.50000 DEAD 1976.24 29.01 1564.77

108 3.00000 DEAD 1976.24 46.78 3647.29

109 0.00000 DEAD -1723.09 -105.33 -197810.56

109 0.50000 DEAD -1723.09 -82.18 -164542.22

109 1.00000 DEAD -1723.09 -59.03 -131363.99

109 1.50000 DEAD -1723.09 -35.88 -98275.86

109 2.00000 DEAD -1723.09 -12.73 -65277.83

109 2.50000 DEAD -1723.09 10.42 -32369.91

109 3.00000 DEAD -1723.09 33.57 447.91

110 0.00000 DEAD 1444.40 -62.62 -5801.74

110 0.50000 DEAD 1444.40 -41.16 -5535.74

110 1.00000 DEAD 1444.40 -19.70 -5359.84

110 1.50000 DEAD 1444.40 1.76 -5274.05

110 2.00000 DEAD 1444.40 23.21 -5278.36

110 2.50000 DEAD 1444.40 44.67 -5372.77

110 3.00000 DEAD 1444.40 66.13 -5557.29

111 0.00000 DEAD 586.27 -88.26 -9455.66

111 0.50000 DEAD 586.27 -53.80 -7021.35

111 1.00000 DEAD 586.27 -19.34 -4677.13

111 1.50000 DEAD 586.27 15.12 -2423.03

111 2.00000 DEAD 586.27 49.59 -259.02

111 2.50000 DEAD 586.27 84.05 1814.88

111 3.00000 DEAD 586.27 118.51 3798.68

112 0.00000 DEAD 1723.09 105.33 -197810.56

112 0.50000 DEAD 1723.09 82.18 -164542.22

112 1.00000 DEAD 1723.09 59.03 -131363.99

112 1.50000 DEAD 1723.09 35.88 -98275.86

112 2.00000 DEAD 1723.09 12.73 -65277.83

112 2.50000 DEAD 1723.09 -10.42 -32369.91

112 3.00000 DEAD 1723.09 -33.57 447.91

113 0.00000 DEAD -1444.40 62.62 -5801.74

113 0.50000 DEAD -1444.40 41.16 -5535.74

113 1.00000 DEAD -1444.40 19.70 -5359.84

113 1.50000 DEAD -1444.40 -1.76 -5274.05

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113 2.00000 DEAD -1444.40 -23.21 -5278.36

113 2.50000 DEAD -1444.40 -44.67 -5372.77

113 3.00000 DEAD -1444.40 -66.13 -5557.29

114 0.00000 DEAD -586.27 88.26 -9455.66

114 0.50000 DEAD -586.27 53.80 -7021.35

114 1.00000 DEAD -586.27 19.34 -4677.13

114 1.50000 DEAD -586.27 -15.12 -2423.03

114 2.00000 DEAD -586.27 -49.59 -259.02

114 2.50000 DEAD -586.27 -84.05 1814.88

114 3.00000 DEAD -586.27 -118.51 3798.68

115 0.00000 DEAD 5150.83 -84.76 -15433.27

115 0.50000 DEAD 5150.83 -60.47 -16040.08

115 1.00000 DEAD 5150.83 -36.19 -16736.99

115 1.50000 DEAD 5150.83 -11.90 -17524.01

115 2.00000 DEAD 5150.83 12.38 -18401.13

115 2.50000 DEAD 5150.83 36.67 -19368.35

115 3.00000 DEAD 5150.83 60.95 -20425.68

116 0.00000 DEAD -2031.35 141.73 -17378.89

116 0.50000 DEAD -2031.35 99.12 -15854.53

116 1.00000 DEAD -2031.35 56.51 -14420.27

116 1.50000 DEAD -2031.35 13.90 -13076.11

116 2.00000 DEAD -2031.35 -28.71 -11822.06

116 2.50000 DEAD -2031.35 -71.32 -10658.11

116 3.00000 DEAD -2031.35 -113.93 -9584.27

117 0.00000 DEAD -1976.24 59.88 -10199.40

117 0.50000 DEAD -1976.24 42.11 -7666.36

117 1.00000 DEAD -1976.24 24.33 -5223.42

117 1.50000 DEAD -1976.24 6.55 -2870.59

117 2.00000 DEAD -1976.24 -11.23 -607.86

117 2.50000 DEAD -1976.24 -29.01 1564.77

117 3.00000 DEAD -1976.24 -46.78 3647.29

118 0.00000 DEAD -2856.39 -4262.81 5838.67

118 0.50000 DEAD -2856.39 -2967.10 1341.86

118 1.00000 DEAD -2856.39 -1671.40 -3245.04

118 1.50000 DEAD -2856.39 -375.70 -7922.05

118 2.00000 DEAD -2856.39 920.01 -12689.17

118 2.50000 DEAD -2856.39 2215.71 -17546.38

118 3.00000 DEAD -2856.39 3511.41 -22493.70

119 0.00000 DEAD 1593.91 -2681.68 -24340.24

119 0.50000 DEAD 1593.91 -1786.72 -21679.36

119 1.00000 DEAD 1593.91 -891.75 -19108.58

119 1.50000 DEAD 1593.91 3.22 -16627.90

119 2.00000 DEAD 1593.91 898.19 -14237.33

119 2.50000 DEAD 1593.91 1793.15 -11936.86

119 3.00000 DEAD 1593.91 2688.12 -9726.49

120 0.00000 DEAD 1436.87 -3295.89 -9720.51

120 0.50000 DEAD 1436.87 -2073.16 -6611.83

120 1.00000 DEAD 1436.87 -850.43 -3593.26

120 1.50000 DEAD 1436.87 372.30 -664.79

120 2.00000 DEAD 1436.87 1595.03 2173.57

120 2.50000 DEAD 1436.87 2817.76 4921.83

120 3.00000 DEAD 1436.87 4040.49 7579.99

121 0.00000 DEAD -1747.08 -3413.48 17098.00

121 0.50000 DEAD -1747.08 -2352.05 6288.84

121 1.00000 DEAD -1747.08 -1290.61 -4610.43

121 1.50000 DEAD -1747.08 -229.18 -15599.79

121 2.00000 DEAD -1747.08 832.26 -26679.26

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121 2.50000 DEAD -1747.08 1893.69 -37848.84

121 3.00000 DEAD -1747.08 2955.13 -49108.52

122 0.00000 DEAD 1059.14 -2460.67 -50153.36

122 0.50000 DEAD 1059.14 -1642.43 -41234.24

122 1.00000 DEAD 1059.14 -824.20 -32405.22

122 1.50000 DEAD 1059.14 -5.96 -23666.31

122 2.00000 DEAD 1059.14 812.27 -15017.50

122 2.50000 DEAD 1059.14 1630.51 -6458.80

122 3.00000 DEAD 1059.14 2448.74 2009.80

123 0.00000 DEAD 743.38 -2788.27 -2571.18

123 0.50000 DEAD 743.38 -1789.41 -1262.04

123 1.00000 DEAD 743.38 -790.55 -43.00

123 1.50000 DEAD 743.38 208.31 1085.93

123 2.00000 DEAD 743.38 1207.17 2124.76

123 2.50000 DEAD 743.38 2206.03 3073.49

123 3.00000 DEAD 743.38 3204.89 3932.11

124 0.00000 DEAD 1747.08 3413.48 17098.00

124 0.50000 DEAD 1747.08 2352.05 6288.84

124 1.00000 DEAD 1747.08 1290.61 -4610.43

124 1.50000 DEAD 1747.08 229.18 -15599.79

124 2.00000 DEAD 1747.08 -832.26 -26679.26

124 2.50000 DEAD 1747.08 -1893.69 -37848.84

124 3.00000 DEAD 1747.08 -2955.13 -49108.52

125 0.00000 DEAD -1059.14 2460.67 -50153.36

125 0.50000 DEAD -1059.14 1642.43 -41234.24

125 1.00000 DEAD -1059.14 824.20 -32405.22

125 1.50000 DEAD -1059.14 5.96 -23666.31

125 2.00000 DEAD -1059.14 -812.27 -15017.50

125 2.50000 DEAD -1059.14 -1630.51 -6458.80

125 3.00000 DEAD -1059.14 -2448.74 2009.80

126 0.00000 DEAD -743.38 2788.27 -2571.18

126 0.50000 DEAD -743.38 1789.41 -1262.04

126 1.00000 DEAD -743.38 790.55 -43.00

126 1.50000 DEAD -743.38 -208.31 1085.93

126 2.00000 DEAD -743.38 -1207.17 2124.76

126 2.50000 DEAD -743.38 -2206.03 3073.49

126 3.00000 DEAD -743.38 -3204.89 3932.11

127 0.00000 DEAD 2856.39 4262.81 5838.67

127 0.50000 DEAD 2856.39 2967.10 1341.86

127 1.00000 DEAD 2856.39 1671.40 -3245.04

127 1.50000 DEAD 2856.39 375.70 -7922.05

127 2.00000 DEAD 2856.39 -920.01 -12689.17

127 2.50000 DEAD 2856.39 -2215.71 -17546.38

127 3.00000 DEAD 2856.39 -3511.41 -22493.70

128 0.00000 DEAD -1593.91 2681.68 -24340.24

128 0.50000 DEAD -1593.91 1786.72 -21679.36

128 1.00000 DEAD -1593.91 891.75 -19108.58

128 1.50000 DEAD -1593.91 -3.22 -16627.90

128 2.00000 DEAD -1593.91 -898.19 -14237.33

128 2.50000 DEAD -1593.91 -1793.15 -11936.86

128 3.00000 DEAD -1593.91 -2688.12 -9726.49

129 0.00000 DEAD -1436.87 3295.89 -9720.51

129 0.50000 DEAD -1436.87 2073.16 -6611.83

129 1.00000 DEAD -1436.87 850.43 -3593.26

129 1.50000 DEAD -1436.87 -372.30 -664.79

129 2.00000 DEAD -1436.87 -1595.03 2173.57

129 2.50000 DEAD -1436.87 -2817.76 4921.83

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129 3.00000 DEAD -1436.87 -4040.49 7579.99

9. Area resultsThis section provides area results, including items such as forces and stresses.

Table 25: Element Forces - Area Shells, Part 1 of 3Table 25: Element Forces - Area Shells, Part 1 of 3

Area AreaElem Joint OutputCase F11 F22 F12

Kgf/m Kgf/m Kgf/m

4 4 8 DEAD -183.39 -679.52 -81.13

4 4 4 DEAD -183.39 -679.52 81.13

4 4 107 DEAD 190.08 -567.48 81.13

4 4 110 DEAD 190.08 -567.48 -81.13

5 5 7 DEAD

5 5 5 DEAD

5 5 108 DEAD

5 5 109 DEAD


Area AreaElem Joint OutputCase M11 M22 M12

Kgf-m/m Kgf-m/m Kgf-m/m

4 4 8 DEAD -12502.82 -77691.99 1307.79

4 4 4 DEAD -12502.82 -77691.99 -1307.79

4 4 107 DEAD 3821.05 -610.64 -1307.79

4 4 110 DEAD 3821.05 -610.64 1307.79

5 5 7 DEAD -1317.37 -5921.52 -54.45

5 5 5 DEAD -1317.37 -5921.52 54.45

5 5 108 DEAD -308.17 -1520.31 54.45

5 5 109 DEAD -308.17 -1520.31 -54.45


Area AreaElem Joint OutputCase V13 V23

Kgf/m Kgf/m

4 4 8 DEAD -1.201E-08 -8273.97

4 4 4 DEAD -1.190E-08 -8273.97

4 4 107 DEAD -2.650E-09 -8273.97

4 4 110 DEAD -2.622E-09 -8273.97

5 5 7 DEAD 1.565E-08 -488.62

5 5 5 DEAD 1.565E-08 -488.62

5 5 108 DEAD 1.565E-08 -488.62

5 5 109 DEAD 1.565E-08 -488.62

Table 26: Element Stresses - Area Shells, Part 1 of 3Table 26: Element Stresses - Area Shells, Part 1 of 3

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Area AreaElem Joint OutputCase S11Top S22Top S12Top

Kgf/m2 Kgf/m2 Kgf/m2

4 4 8 DEAD 1199537.46 7455713.34 -125872.78

4 4 4 DEAD 1199537.46 7455713.34 125872.78

4 4 107 DEAD -366060.79 56351.26 125872.78

4 4 110 DEAD -366060.79 56351.26 -125872.78

5 5 7 DEAD 126467.69 568466.31 5227.64

5 5 5 DEAD 126467.69 568466.31 -5227.64

5 5 108 DEAD 29584.77 145949.87 -5227.64

5 5 109 DEAD 29584.77 145949.87 5227.64


Area AreaElem Joint OutputCase S11Bot S22Bot S12Bot

Kgf/m2 Kgf/m2 Kgf/m2

4 4 8 DEAD -1201004.55 -7461149.52 125223.74

4 4 4 DEAD -1201004.55 -7461149.52 -125223.74

4 4 107 DEAD 367581.44 -60891.11 -125223.74

4 4 110 DEAD 367581.44 -60891.11 125223.74

5 5 7 DEAD -126467.69 -568466.31 -5227.64

5 5 5 DEAD -126467.69 -568466.31 5227.64

5 5 108 DEAD -29584.77 -145949.87 5227.64

5 5 109 DEAD -29584.77 -145949.87 -5227.64


Area AreaElem Joint OutputCase S13Avg S23Avg

Kgf/m2 Kgf/m2

4 4 8 DEAD -4.803E-08 -33095.90

4 4 4 DEAD -4.761E-08 -33095.90

4 4 107 DEAD -1.060E-08 -33095.90

4 4 110 DEAD -1.049E-08 -33095.90

5 5 7 DEAD 6.259E-08 -1954.47

5 5 5 DEAD 6.259E-08 -1954.47

5 5 108 DEAD 6.259E-08 -1954.47

5 5 109 DEAD 6.259E-08 -1954.47

10. Material take-offThis section provides a material take-off.

Table 27: Material List 2 - By Section PropertyTable 27: Material List 2 - By Section Property

Section ObjectType NumPieces TotalLength TotalWeight

m Kgf

FSEC1 Frame 24 72.00000 2410.01

COLUM DECONCRETO

Frame 8 24.00000 5189.98

VIGAS DECONCRETO

Frame 32 144.00000 51899.82

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ASEC1 Area 158943.21

LOSA Area 48656.09

11. Design preferencesThis section provides the design preferences for each type of design, which typically include material reduction factors, framing type, stress ratio limit, deflection limits, and other code specific items.

11.1. Steel design

Table 28: Preferences - Steel Design - AISC360-05-IBC2006, Part 1 of 3Table 28: Preferences - Steel Design - AISC360-05-IBC2006, Part 1 of 3

FrameType PatLLF SRatioLimit SDC ImpFactor SystemRho SystemSds SystemR SystemCd

SMF 0.750000 0.950000 D 1.000000 1.000000 0.500000 8.000000 5.500000


Omega0 NLCoeff PhiB PhiC PhiTY PhiTF PhiV PhiVRolledI PhiVT

3.000000 0.002000 0.900000 0.900000 0.900000 0.750000 0.900000 1.000000 0.900000


PlugWeld HSSWelding HSSReduceT DLRat SDLAndLLRat LLRat TotalRat NetRat

Yes ERW No 120.000000 120.000000 360.000000 240.000000 240.000000

11.2. Concrete design

Table 29: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2Table 29: Preferences - Concrete Design - ACI 318-

05/IBC2003, Part 1 of 2

MinEccen PatLLF UFLimit SeisCat

Yes 0.750000 0.950000 D

Table 29: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2Table 29: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2

PhiT PhiCTied PhiCSpiral PhiV PhiVSeismic PhiVJoint

0.900000 0.650000 0.700000 0.750000 0.600000 0.850000

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11.3. Aluminum design

Table 30: Preferences - Aluminum Design - AA-ASD 2000Table 30: Preferences - Aluminum Design - AA-ASD 2000

FrameType SRatioLimit LatFact UseLatFact

Moment Frame 1.000000 1.333333 No

11.4. Cold formed design

Table 31: Preferences - Cold Formed Design - AISI-ASD96Table 31: Preferences - Cold Formed Design - AISI-ASD96

FrameType SRatioLimit OmegaBS OmegaBUS OmegaBLTB OmegaVS OmegaVNS OmegaT OmegaC

Braced Frame 1.000000 1.670000 1.670000 1.670000 1.670000 1.500000 1.670000 1.800000

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