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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EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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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EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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
4 GLOBAL Cartesian 9.00000 0.00000 3.00000
5 GLOBAL Cartesian 9.00000 0.00000 6.00000
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EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
7 GLOBAL Cartesian 0.00000 0.00000 6.00000
8 GLOBAL Cartesian 0.00000 0.00000 3.00000
38 GLOBAL Cartesian 0.00000 0.00000 0.00000
39 GLOBAL Cartesian 3.00000 0.00000 0.00000
40 GLOBAL Cartesian 3.00000 0.00000 3.00000
41 GLOBAL Cartesian 3.00000 0.00000 6.00000
42 GLOBAL Cartesian 6.00000 0.00000 0.00000
43 GLOBAL Cartesian 6.00000 0.00000 3.00000
44 GLOBAL Cartesian 6.00000 0.00000 6.00000
82 GLOBAL Cartesian 9.00000 3.00000 0.00000
83 GLOBAL Cartesian 9.00000 3.00000 3.00000
84 GLOBAL Cartesian 9.00000 3.00000 6.00000
85 GLOBAL Cartesian 0.00000 3.00000 6.00000
86 GLOBAL Cartesian 0.00000 3.00000 3.00000
87 GLOBAL Cartesian 0.00000 3.00000 0.00000
88 GLOBAL Cartesian 3.00000 3.00000 0.00000
89 GLOBAL Cartesian 3.00000 3.00000 3.00000
90 GLOBAL Cartesian 3.00000 3.00000 6.00000
91 GLOBAL Cartesian 6.00000 3.00000 0.00000
92 GLOBAL Cartesian 6.00000 3.00000 3.00000
93 GLOBAL Cartesian 6.00000 3.00000 6.00000
94 GLOBAL Cartesian 9.00000 6.00000 0.00000
95 GLOBAL Cartesian 9.00000 6.00000 3.00000
96 GLOBAL Cartesian 9.00000 6.00000 6.00000
97 GLOBAL Cartesian 0.00000 6.00000 6.00000
98 GLOBAL Cartesian 0.00000 6.00000 3.00000
99 GLOBAL Cartesian 0.00000 6.00000 0.00000
100 GLOBAL Cartesian 3.00000 6.00000 0.00000
101 GLOBAL Cartesian 3.00000 6.00000 3.00000
102 GLOBAL Cartesian 3.00000 6.00000 6.00000
103 GLOBAL Cartesian 6.00000 6.00000 0.00000
104 GLOBAL Cartesian 6.00000 6.00000 3.00000
105 GLOBAL Cartesian 6.00000 6.00000 6.00000
106 GLOBAL Cartesian 9.00000 9.00000 0.00000
107 GLOBAL Cartesian 9.00000 9.00000 3.00000
108 GLOBAL Cartesian 9.00000 9.00000 6.00000
109 GLOBAL Cartesian 0.00000 9.00000 6.00000
110 GLOBAL Cartesian 0.00000 9.00000 3.00000
111 GLOBAL Cartesian 0.00000 9.00000 0.00000
112 GLOBAL Cartesian 3.00000 9.00000 0.00000
113 GLOBAL Cartesian 3.00000 9.00000 3.00000
114 GLOBAL Cartesian 3.00000 9.00000 6.00000
115 GLOBAL Cartesian 6.00000 9.00000 0.00000
116 GLOBAL Cartesian 6.00000 9.00000 3.00000
117 GLOBAL Cartesian 6.00000 9.00000 6.00000
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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EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
38 Yes Yes Yes Yes Yes Yes
39 Yes Yes Yes Yes Yes Yes
42 Yes Yes Yes Yes Yes Yes
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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EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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
77 FSEC1 N.A. Default
78 FSEC1 N.A. Default
79 FSEC1 N.A. Default
80 VIGAS DECONCRETO
N.A. Default
81 VIGAS DECONCRETO
N.A. Default
82 FSEC1 N.A. Default
83 FSEC1 N.A. Default
84 FSEC1 N.A. Default
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EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
85 FSEC1 N.A. Default
86 FSEC1 N.A. Default
87 FSEC1 N.A. Default
88 FSEC1 N.A. Default
89 FSEC1 N.A. Default
90 VIGAS DECONCRETO
N.A. Default
91 VIGAS DECONCRETO
N.A. Default
92 FSEC1 N.A. Default
93 FSEC1 N.A. Default
94 FSEC1 N.A. Default
95 FSEC1 N.A. Default
96 FSEC1 N.A. Default
97 FSEC1 N.A. Default
98 FSEC1 N.A. Default
99 FSEC1 N.A. Default
100 VIGAS DECONCRETO
N.A. Default
101 VIGAS DECONCRETO
N.A. Default
102 FSEC1 N.A. Default
103 FSEC1 N.A. Default
104 FSEC1 N.A. Default
105 FSEC1 N.A. Default
106 VIGAS DECONCRETO
N.A. Default
107 VIGAS DECONCRETO
N.A. Default
108 VIGAS DECONCRETO
N.A. Default
109 VIGAS DECONCRETO
N.A. Default
110 VIGAS DECONCRETO
N.A. Default
111 VIGAS DECONCRETO
N.A. Default
112 VIGAS DECONCRETO
N.A. Default
113 VIGAS DECONCRETO
N.A. Default
114 VIGAS DECONCRETO
N.A. Default
115 VIGAS DECONCRETO
N.A. Default
116 VIGAS DECONCRETO
N.A. Default
117 VIGAS DECONCRETO
N.A. Default
118 VIGAS DECONCRETO
N.A. Default
119 VIGAS DECONCRETO
N.A. Default
120 VIGAS DECONCRETO
N.A. Default
121 VIGAS DECONCRETO
N.A. Default
122 VIGAS DECONCRETO
N.A. Default
123 VIGAS DECONCRETO
N.A. Default
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EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
124 VIGAS DECONCRETO
N.A. Default
125 VIGAS DECONCRETO
N.A. Default
126 VIGAS DECONCRETO
N.A. Default
127 VIGAS DECONCRETO
N.A. Default
128 VIGAS DECONCRETO
N.A. Default
129 VIGAS DECONCRETO
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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EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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
Table 11: Frame Section Properties 01 - General, Part 2 of 4Table 11: Frame Section Properties 01 - General, Part 2 of 4
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
Table 11: Frame Section Properties 01 - General, Part 3 of 4Table 11: Frame Section Properties 01 - General, Part 3 of 4
SectionName S33 S22 Z33 Z22 R33 R22
m3 m3 m3 m3 m m
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EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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
Table 11: Frame Section Properties 01 - General, Part 4 of 4Table 11: Frame Section Properties 01 - General, Part 4 of 4
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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EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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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EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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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EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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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EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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
Page 15 of 36
EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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
Page 16 of 36
EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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
Page 17 of 36
EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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
Page 18 of 36
EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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
Page 19 of 36
EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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
Page 20 of 36
EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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
Page 21 of 36
EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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
Page 22 of 36
EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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
Page 23 of 36
EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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
Page 24 of 36
EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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
Page 25 of 36
EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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
Page 26 of 36
EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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
Page 27 of 36
EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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
Page 28 of 36
EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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
Page 29 of 36
EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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
Page 30 of 36
EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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
Page 31 of 36
EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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
Page 32 of 36
EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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
Table 25: Element Forces - Area Shells, Part 2 of 3Table 25: Element Forces - Area Shells, Part 2 of 3
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
Table 25: Element Forces - Area Shells, Part 3 of 3Table 25: Element Forces - Area Shells, Part 3 of 3
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
Page 33 of 36
EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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
Table 26: Element Stresses - Area Shells, Part 2 of 3Table 26: Element Stresses - Area Shells, Part 2 of 3
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
Table 26: Element Stresses - Area Shells, Part 3 of 3Table 26: Element Stresses - Area Shells, Part 3 of 3
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
Page 34 of 36
EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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
Table 28: Preferences - Steel Design - AISC360-05-IBC2006, Part 2 of 3Table 28: Preferences - Steel Design - AISC360-05-IBC2006, Part 2 of 3
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
Table 28: Preferences - Steel Design - AISC360-05-IBC2006, Part 3 of 3Table 28: Preferences - Steel Design - AISC360-05-IBC2006, Part 3 of 3
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
Page 35 of 36
EVALUANDO UNA COLUMNA DE CONCRETO ARMADO.sdb SAP2000 v15.1.0 - License #1D4D911. Design preferences 18 agosto 2014
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
Page 36 of 36
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