IEIRJIrINGENIERIA L TOA.
CONTRATO IDU-133-05ESTUDIOS y DISEÑOS DE LA TRONCAL CALLE 26 (AV. 3a-
AEROPUERTO EL DORADO-AV JOSE MUTIS), BOGOTA D.C.
PUENTE PEATONAL PUENTE AEREO
9.3.4 RAMPA NORTE TRAMO 1
liJAlC.llOtA MAYOR
1.I01::,(UCtCou ...•,~~
214
•
•
CORDON INFERIOR Pr~ect. _Job Number _Englne
AISC-ASDOl STBBL SBCTION CHBCXCombo COMB5Units : Kgf, mm, C
Design Sect: ClDesign Type: BraceFrame Type Ordinary Moment FrameSect Class CompactMajor Axis 0.000 degrees counterclockwise from local 3RLLF 1.000
Frame 226X Mid 4247.048Y Mid 2904.000Z Mid 3227.202Length 1200.000Loc 1200.000
Area 3648.710IMajor 12573238.778IMinor 12573238.778Ixy 0.000
rMajorrMinorEFy
58.70258.70220390.00032.100
AVMajor: 1905.000AVMinor: 1905.000
SMajorSMinorZMajorZMinor
167643 .184167643 .184196679.471196679.471
STRBSS CHBCX FORCBS • MOMBNTSLocation P M33 M22 V2 V3 T1200.000 -6744.015 70885.952 55487.513 -91.531 -6.845 103304.905
PIIII DBllAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H1-3l 0.137 0.102 + 0.020 + 0.016 0.950 OK
AXIAL FORCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAxial -6744.015 1.848 18.200 19.260
MOMBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 70885.952 0.423 21.186 251.256 0.850 1.000 1.000 1.000Minor Moment 55487.513 0.331 21.186 251.256 0.941 1.000 1.000
SBBAR DBSIGNfv
Stress0.0000.000
FvAllowable
12.84012.840
StressRatio0.0040.000
StatusCheck
OKOK
TTorsion
0.0000.000
Major ShearMinor Shear
VForce
91.5316.845
SAP2000 v10.0.1 - File:
•• ,1 f.'nuUn1'~6V ••.. 1..
215
STRESS CHBClt FORCBS & MOMBNTSLocation P M33 M22 V2 V3 T800.000 -21659.854 43945.483 -79645.204 10.474 3.872 -5694.591
PMM DBMAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H1-1) 0.220 0.201 + 0.008 + 0.011 0.950 OK
AXIAL FORCB DBSIGN •P fa Fa FtForce Stress Allowable Allowable
Axial -21659.854 3.534 17.589 19.260
MOMBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 43945.483 0.217 24.075 122.296 0.850 1.000 1.000 1.000Minor Moment -79645.204 0.220 19.260 655.838 0.977 1.000 1.000
SHBAR DBSIGNv fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 10.474 0.000 12.840 0.000 OK 0.000Minor Shear 3.872 0.000 12.840 7.815E-05 OK 0.000
CORDON SUPERIOR Project, _
Job Number _
Englneer _
AISC-ASDOl STBBL SBCTION CHBCXCombo COMB2Units : Kgf, mm, C
Frame 428 Design Sect: CSX Mid 10376.477 Design Type: Bracey Mid 2904.000 Frame Type Ordinary Moment FrameZ Mid 4222.239 Sect Class Non-CompactLength 1200.000 Major Axis 0.000 degrees counterclockwise from local 3Loe 800.000 RLI.,F 1.000
Area 6129.020 SMajor 202363.171 rMajor 40.955 AVMajor: 2539.097IMajor 10280049.064 SMinor 361738.748 rMinor 94.841 AVMinor: 3858.334IMinor 55128985.172 ZMajor 234539.854 E 20390.000Ixy 0.000 ZMinor 467031. 324 Fy 32.100
SAP2000 v10.0.1 - File:
•
216
•, ••i LÚ0115
COLUMNA Pr~ect, _Job Number _Engineer, _
AISC-ASDOl STBBL SBCTIOB CBBCXCombo COMBI0Units : Kgf, mm, C
Design Sect:Design Type:Frame TypeSect ClassMajor AxisRLLF
P840BraceOrdinary Moment FrameCompact0.000 degrees counterclockwise from local 31.000
FrameX MidY MidZ MidLengthLoc
7497.946650.543147.964500.000500.000
rMajorrMinorEFy
74.62174.62120390.00021.251
AVMajor: 2719.240AVMinor: 2719.240
SMajorSMinorZMajorZMinor
276151.328276151.328364910.031364910.031
AreaIMajorIMinorIxy
5433.00830252377.98630252377.9860.000
STRESS CBBCX PORCBS & MOHBHTSLocation P M33 M22 V2 V3 T500.000 -10822.848 257017.974 -807032.188 -508.030 1614.064 0.000
PIOIDBMAHD/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(Hl-2) 0.375 0.156 + 0.066 + 0.208 0.950 OK
• AXIAL PORCB DBSIGBP fa Fa Ft
Force Stress Allowable AllowableAxial -10822.848 1.992 12.597 12.750
1I0HBHT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 257017.974 0.931 14.025 2338.566 0.850 1.000 1.000 1.000Minor Moment -807032.188 2.922 14.025 2338.566 0.850 1.000 1.000
SHBAR DBSIGBV fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 508.030 0.000 8.500 0.022 OK 0.000Minor Shear 1614.064 0.000 8.500 0.070 OK 0.000
SAP2000 v10.0.1 - File: 217
.. ,'..
DIAGONAL Project. _
Job Number _
Engineer _
AISC-ASDOl STEEL SECTION CHECKCombo COMB5Units : Kgf, mm, C
Frame 416 Design Sect: DG2X Mid -387.806 Design Type: Bracey Mid 2904.000 Frame Type Ordinary Moment FrameZ Mid 4138.667 Sect Class Non-CompactLength 2000.000 Major Axis 0.000 degrees counterclockwise from local 3Loc 2000.000 RLLF 1.000
Area 981.748 SMajor 2968.843 rMajor 6.270 AVMajor: 770.274IMajor 38594.957 SMinor 39883.500 rMinor 50.389 AVMinor: 3423.604IMinor 2492718.780 ZMajor 5093.350 E 20390.000Ixy 0.000 ZMinor 48283.905 Fy 32.120
STRESS CHECK PORCES & MOMENTSLocation P M33 M22 V2 V3 T2000.000 13579.579 0.000 0.000 8.556 0.000 172.827
PMM DBMAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H2-1) 0.718 0.718 + 0.000 + 0.000 0.950 OK
AXIAL PORCE DESIGNP fa Fa Ft
Force Stress Allowable AllowableAxial 13579.579 13.832 18.488 19.272
MOMENT DESIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 0.000 0.000 19.272 412.763 1.000 1.000 0.050 1.000Minor Moment 0.000 0.000 19.272 26658.995 1.000 1.000 0.050
SHBAR DESIGNV fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 8.556 0.000 12.848 0.001 OK 0.000Minor Shear 0.000 0.000 12.848 0.000 OK 0.000
SAP2000 v10.0.1 - File:
•
•
•218
•
•
DIAGNAL COLUMNA Project, _Job Number _Engineer _
AISC-ASDOl STBBL SBCTION CHBCXCombo COMB5Units : Kgf, mm, C
Design Sect:Design Type:Frame TypeSect ClassMajor AxisRLLF
P440BraceOrdinary Moment FrameCompact0.000 degrees counterclockwise from local 31.000
Frame 29X Mid 918.545Y Mid 1599.086Z Mid 1519.012Length 3062.814Loc 1531.407
Area 1716.880IMajor 2569202.045IMinor 2569202.045Ixy 0.000
rMajorrMinorEFy
38.68438.68420390.00021.251
AVMajor: 859.637AVMinor: 859.637
SMajorSMinorZMajorZMinor
44955.41644955.41659774.11759774.117
STRESS CHBCX rORCBS & MOMBNTSLocation P M33 M22 V2 V3 T1531.407 -2473.279 19667.409 0.000 0.000 0.000 -31.965
PMM DBIIAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H1-1) 0.185 0.151 + 0.034 + 0.000 0.950 OK
AXIAL rORCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAxial -2473.279 1.441 9.541 12.750
MOMBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 19667.409 0.437 14.025 16.749 1.000 1.000 1.000 1.000Minor Moment 0.000 0.000 14.025 16.749 1.000 1.000 1.000
SREAR DBSIGNfv
Stress0.0000.000
FvAllowable
8.5008.500
StressRatio0.0000.000
StatusCheck
OKOK
TTorsion
0.0000.000
Major ShearMinor Shear
vForce0.0000.000
SAP2000 v10.0.1 - File: 219
PARAL Project, _
Job Number _
Engineer _
AISC-ASDOl STBBL SBCTION CHBCKCombo COMB5Units : Kgf, mm, C
Design Sect: PRDesign Type: ColumnFrame Type Ordinary Moment FrameSect Class CompactMajor Axis 0.000 degrees counterclockwise from local 3RLLF 1.000
Frame 440X Mid 2612.194Y Mid 2904.000Z Mid 4396.167Length 1085.000Loc 0.000
Area 3064.510IMajor 9770599.142IMinor 5140024.532Ixy 0.000
SMajorSMinorZMajorZMinor
rMajorrMinorEFy
128223.086101181. 585156189.204117269.927
56.46540.95520390.00032.100
AVMajor: 1935.480AVMinor: 1290.320
STRESS CHBCK PORCES " MOMBNTSLocation P M33 M22 V2 V3 T0.000 -17195.401 -174714.581 4812.576 -177.254 80.614 -17280.812
PMM DBMAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H1-1) 0.529 0.443 + 0.083 + 0.002 0.950 OK
AXIAL PORCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAxial -17195.401 5.611 12.657 19.260
MOMBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment -174714.581 1.363 21.186 16.407 0.850 4.163 1.000 1.000Minor Moment 4812.576 0.048 21.186 55.572 1.000 1.113 1.475
SHBAR DESIGNV fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 177.254 0.000 12.840 0.007 OK 0.000Minor Shear 80.614 0.000 12.840 0.005 OK 0.000
SAP2000 v10.0.1 - File:eptiembre 26, 2007 17:42
•
•
•220
• LARGUERO
f-. c. n..,.. ' 3ULlJ~":'
Project, _Job Number _Englneer _
•
•
AISC-ASDOl STBBL SBCTION CHBCXCombo COMB10Units : Kgf. mm. C
Frame 302 Design Sect: LGX Mid 6686.381 Design Type: Bracey Mid 2711.000 Frame Type Ordinary Moment FrameZ Mid 3500.837 Sect Class compactLength 1200.000 Major Axis 0.000 degrees counterclockwise from local 3Loe 800.000 RLLF 1.000
Area 875.000 SMajor 27822.049 rMajor 43.678 AVMajor: 600.000IMajor 1669322.917 SMinor 18852.431 rMinor 25.424 AVMinor: 300.000IMinor 565572.917 ZMajor 34156.250 E 20390.000Ixy 0.000 ZMinor 21031.250 Fy 29.500
STRBSS CHBCX l"ORCBS r. MOMlDlTSLocation p M33 M22 V2 V3 T800.000 -1533.314 2022.622 0.000 2.528 0.000 567.937
PIOI DBllAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(Hl-3) 0.121 0.117 + 0.004 + 0.000 0.950 OK
AXIAL l"ORCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAxial -1533.314 1.752 14.968 17.700
MOMIDIT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 2022.622 0.073 19.470 139.104 1.000 1.000 1.000 1.000Minor Moment 0.000 0.000 19.470 47.129 1.000 1.000 1.000
SHBAR DBSIGNfv
Stress0.0000.000
FvAllowable
11.80011.800
StressRatio0.0000.000
StatusCheck
OKOK
TTorsion
0.0000.000Major Shear
Minor Shear
VForce2.5280.000
SAP2000 v10.0.1 - File: 221
RIOSTRA DE PISO Project. _Job Number _Engineer _
AISC-ASDOl STBBL SBCTION CHBCKCombo COMB10Units : Kgf, mm, C
Frame 343 Design Sect: RPX Mid 4298.292 Design Type: Bracey Mid 2104.000 Frame Type Ordinary Moment FrameZ Mid 3739.646 Sect Class CompactLength 1706.984 Major Axis 0.000 degrees counterclockwise from local 3Loc 853.492 RLLF 1.000
Area 609.750 SMajor 13342.274 rMajor 27.674 AVMajor: 315.000IMajor 466979.578 SMinor 13342.274 rMinor 27.674 AVMinor: 315.000IMinor 466979.578 ZMajor 15497.156 E 20390.000Ixy 0.000 ZMinor 15497.156 Fy 29.500
STUSS CHBCK PORCBS & MOMBNTSLocation P M33 M22 V2 V3 T853.492 -888.821 3216.646 0.000 0.000 0.000 1226.904
PMM DBMAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(Hl-3) 0.118 0.106 + 0.012 + 0.000 0.950 OK
AXIAL PORCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAxial -888.821 1.458 13.750 17.700
MOMBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 3216.646 0.241 19.470 27.597 1.000 1.000 1.000 1.000Minor Moment 0.000 0.000 19.470 27.597 1.000 1.000 1.000
SHBAR DBSIGNv fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 0.000 0.000 11.800 0.000 OK 0.000Minor Shear 0.000 0.000 11.800 0.000 OK 0.000
SAP2000 v10.0.1 - File: 222
•
•
•
• VIGA LONGITUDINAL Pr~.ct. _Job Number _Englneer, _
•
AISC-ASDOl STBBL SBCTIOH eHBCltCombo COMESUnits : Kgf, mm, C
Design Sect:Design Type:Frame TypeSect ClassMajor AxisRLLF
VLBeamOrdinary Moment FrameCompact0.000 degrees counterclockwise from local 31.000
Frame 47X Mid 17387.494Y Mid 2612.000Z Mid 2033.157Length 1200.000Loc 1200.000
Area 8923.872IMajor 196411578.18IMinor 21382842.918Ixy 0.000
rMajorrMinorEFy
148.35748.95020390.00032.200
AVMajor: 3024.000AVMinor: 5134.000
SMajorSMinorZMajorZMinor
1122351.875209635.7151252533.566320169.036
STltBSS CRBClt PORCBS & MOKBNTSLocation P M33 M22 V2 V3 T1200.000 -3329.837 -5021187.3 314906.083 4261. 390 -675.764 -43.248
PIIII DBIIAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(Hl-3) 0.293 0.021 + 0.211 + 0.062 0.950 OK
AXIAL rORCB DBSIGBp fa Fa Ft
Force Stress Allowable AllowableAxial -3329.837 0.373 17.983 19.320
MOKBNT DBSIGBM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment -5021187.3 4.474 21.252 1604.803 0.850 1.000 1.000 1.000Minor Moment 314906.083 1.502 24.150 174.711 0.850 1.000 1.000
SHBAR DBSIGHV fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 4261. 390 0.000 12.880 0.109 OK 0.000Minor Shear 675.764 0.000 12.880 0.010 OK 0.000
SAP2000 v10.0.1- File: 223
VIGUETA Project. _
Job Number _
Englneer _
AISC-ASD01 STBBL SBCTION CHBCXCombo COMB5Units : Kgf, mm, C
Frame 247 Design Sect: VTAX Mid 8477.448 Design Type: Beamy Mid 2104.000 Frame Type Ordinary Moment FrameZ Mid 3321.730 Sect Class CompactLength 1214.000 Major Axis 0.000 degrees counterclockwise from local 3Loc 0.000 RLLF 1.000
Area 3013.710 SMajor 123936.635 rMajor 55.537 AVMajor: 1905.000IMajor 9295247.599 SMinor 97748.346 rMinor 40.271 AVMinor: 1270.000IMinor 4887417.324 ZMajor 151070.596 E 20390.000Ixy 0.000 ZMinor 113399.221 Fy 32.100
STRESS CHBCX FORCBS ro MOMBNTSLocation p M33 M22 V2 V3 T0.000 339.946 562746.595 8819.951 171.500 0.000 0.000
PMM DBMAND/CAPACITY RATIOGoverning Total p MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H2-1) 0.246 0.006 + 0.236 + 0.005 0.950 OK
AXIAL FORCB DBSIGNp fa Fa Ft
Force Stress Allowable AllowableAxial 339.946 0.113 14.844 19.260
MOMBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 562746.595 4.541 19.260 40.896 1.000 1.000 2.318 1.000Minor Moment 8819.951 0.090 19.260 28.884 1.000 1.000 2.000
SHBAR DBSIGNV fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 171. 500 0.000 12.840 0.007 OK 0.000Minor Shear 0.000 0.000 12.840 0.000 OK 0.000
SAP2000 v10.0.1 - File:
•
•
224
•
•
,
VIGA TRANSVERSAL Pr~e~. _Job Number _Engineer _
AISC-ASDOl STBBL SBCTION CHBCKCombo COMB5Units : Kgf. mm. C
Design Sect:Design Type:Frame TypeSect ClassMajor AxisRLLF
Frame 42X Mid 16787.494Y Mid 2758.000Z Mid 2033.157Length 292.000Loc 0.000
Area 8923.872IMajor 196411578.18IMinor 21382842.918Ixy 0.000
VTRBeamOrdinary Moment FrameCompact0.000 degrees counterclockwise from local 31.000
SMajorSMinorZMajorZMinor
rMajorrMinorEFy
148.35748.95020390.00032.200
AVMajor: 3024.000AVMinor: 5134.000
1122351.875209635.7151252533.566320169.036
STRESS CHBCK FORCBS & MOMBNTSLocation0.000
p M33 M22854060.856
V2-3946.575
V32924.866
T-823.8781524.102 -1146876.26
PMN DBMAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H2-1) 0.226 0.009 + 0.048 + 0.169 0.950 OK
AXIAL FORCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAxial 1524.102 0.171 18.348 19.320
MOMBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment -1146876.26 1.022 21.252 291.834 1.000 1.000 9.637 1.000Minor Moment 854060.856 4.074 24.150 2950.644 1.000 1.000 1.000
SHBAR DBSIGNV fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 3946.575 0.000 12.880 0.101 OK 0.000Minor Shear 2924.866 0.000 12.880 0.044 OK 0.000
__________________ JSAP2000 v10.0.1 - File:eptiembre 26. 2007 17:49 225
1E1Rl7!======= INGENIERIA LTDA.
CONTRATO IDU-133-05ESTUDIOS y DISEÑOS DE LA TRONCAL CALLE 26 (AV. 3a-
AEROPUERTO EL DORADO-AV JOS E MUTIS), BOGOTA D.C.
PUENTE PEATONAL PUENTE AEREO
9.3.5 RAMPA NORTE TRAMO 2
226
•~..
CORDON INFERIOR Pr~ect. _Job Number _Engineer _
AISC-ASDOl STBBL SBCTIOH CHBCKCombo COMB6Units : Kgf, mm, C
Frame 128 Design Sect: ClX Mid 27980.980 Design Type: Bracey Mid 90.000 Frame Type Ordinary Moment FrameZ Mid 863.290 Sect Class CompactLength 1200.000 Major Axis 0.000 degrees counterclockwise from local 3Loc 400.000 RLLF 1.000
Area 3648.710 SMajor 167643 .184 rMajor 58.702 AVMajor: 1905.000IMajor 12573238.778 SMinor 167643.184 rMinor 58.702 AVMinor: 1905.000IMinor 12573238.778 ZMajor 196679.471 E 20390.000Ixy 0.000 ZMinor 196679.471 Fy 32.100
STRESS CHBClt PORCBS & MOKBHTSLocation P M33 M22 V2 V3 T400.000 19833.264 98816.259 -3466.122 -8.895 -1.783 1061.966
PO DBIIAHD/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H2-1) 0.311 0.282 + 0.028 + 0.000 0.950 OK
• AXIAL PORCB DBSIGHP fa Fa Ft
Force Stress Allowable AllowableAxial 19833.264 5.436 18.200 19.260
IIOKBHT DBSIGHM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 98816.259 0.589 21.186 251. 256 1.000 1.000 1.000 1.000Minor Moment -3466.122 0.021 21.186 251. 256 1.000 1.000 1.000
SREAR DBSIGHV fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 8.895 0.000 12.840 0.000 OK 0.000Minor Shear 1.783 0.000 12.840 7.288E-05 OK 0.000
,SAP2000 v10.0.1 - File:
000110
227
CORDON SUPERIOR Project _Job Number _Englneer _
AISC-ASD01 STBBL SBCTION CHBCKCombo COMB4Units : Kgf, mm, C
Frame 461 Design Sect: CSX Mid 28140.186 Design Type: Bracey Mid 2904.000 Frame Type Ordinary Moment FrameZ Mid 2455.349 Sect CIass Non-CompactLength 1200.000 Major Axis 0.000 degrees counterclockwise from local 3Loe 800.000 RLLF 1.000
Area 6129.020 SMajor 202363.171 rMajor 40.955 AVMajor: 2539.097IMajor 10280049.064 SMinor 361738.748 rMinor 94.841 AVMinor: 3858.334IMinor 55128985.172 ZMajor 234539.854 E 20390.000Ixy 0.000 ZMinor 467031.324 Fy 32.100
STUSS CHBCK FORCBS & MOMBNTSLocation P M33 M22 V2 V3 T800.000 -36074.966 79314.499 -14847.428 -0.299 6.895 -116.532
PMM DBMAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H1-1) 0.351 0.335 + 0.015 + 0.002 0.950 OK
AXIAL FORCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAxial -36074.966 5.886 17.589 19.260
MOMBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 79314.499 0.392 24.075 122.296 0.850 1.000 1.000 1.000Minor Moment -14847.428 0.041 19.260 655.838 0.850 1.000 1.000
SHBAR DBSIGNfv
Stress0.0000.000
VForce0.2996.895
FvAllowable
12.84012.840
StressRatio
9.160E-060.000
StatusCheck
OKOK
TTorsion
0.0000.000
Major ShearMinor Shear
SAP2000 v10.0.1 - File:
•
•
228
•
•
..,. 000109
COLUMNA Pr~ect. _Job Number _Engineer _
AISC-ASDOl STBBL SBCTION CHBCKCombo COMB10Units : Kgf, mm, C
Design Sect:Design Type:Frame TypeSect ClassMajor AxisRLLF
P840ColumnOrdinary Moment FrameCompact0.000 degrees counterclockwise from local 31.000
Frame 31X Mid 15569.786Y Mid 382.000Z Mid 300.326Length 906.750Loc 906.750
Area 5433.008IMajor 30252377.986IMinor 30252377.986Ixy 0.000
rMajorrMinorEFy
74.62174.62120390.00021.251
AVMajor: 2719.240AVMinor: 2719.240
SMajorSMinorZMajorZMinor
276151. 328276151. 328364910.031364910.031
STRESS CHBCK rORCES ~ HOMBNTSLocation P M33 M22 V2 V3 T906.750 -9676.588 1503003.392 -51323.564 -1657.572 56.602 0.000
PJOI DBllA!lD/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H1-2) 0.528 0.140 + 0.388 + 0.013 0.950 OK
AXIAL rORCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAxial -9676.588 1.781 11.423 12.750
MOMBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 1503003.392 5.443 14.025 61. 254 0.850 3.407 1.000 1.000Minor Moment -51323.564 0.186 14.025 711.074 0.850 1.000 1.000
SREAR DBSIGNV fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 1657.572 0.000 8.500 0.072 OK 0.000Minor Shear 56.602 0.000 8.500 0.002 OK 0.000
SAP2000 v10.0.1 - File:Septiembre 28. 2007 16:06 229
DIAGONAL Project, _Job Number _Englneer _
AISC-ASD01 STBBL SBCTION CHBCKCombo COMB6Units : Kgf, mm, C
Frame 423 Design Sect: DG2X Mid 22090.359 Design Type: Bracey Mid 90.000 Frame Type Ordinary Moment FrameZ Mid 2256.342 Sect Class Non-CompactLength 2000.000 Major Axis 0.000 degrees counterclockwise from local 3Loc 2000.000 RLLF 1.000
Area 981. 748 SMajor 2968.843 rMajor 6.270 AVMajor: 770.274IMajor 38594.957 SMinor 39883.500 rMinor 50.389 AVMinor: 3423.604IMinor 2492718.780 ZMajor 5093.350 E 20390.000Ixy 0.000 ZMinor 48283.905 Fy 32.120
STUSS CHBCK FORCBS " MOMBNTSLocation p M33 M22 V2 V3 T2000.000 14099.203 0.000 0.000 7.378 0.000 8.203
PMM DBMAND/CAPACITY RATIOGoverning Total p MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H2-1) 0.745 0.745 + 0.000 + 0.000 0.950 OK
AXIAL FORCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAxial 14099.203 14.361 18.488 19.272
MOMBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 0.000 0.000 19.272 412.763 1.000 1.000 0.050 1.000Minor Moment 0.000 0.000 19.272 26658.995 1.000 1.000 0.050
SHBAR DBSIGNV fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 7.378 0.000 12.848 0.001 OK 0.000Minor Shear 0.000 0.000 12.848 0.000 OK 0.000
SAP2000 v10.0.1 - File:
•
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,230
• DIAGONAL COLUMNA Pr~ect. _Job Number _Engineer, _
AISC-ASD01 STBBL SBCTION CHBCltCombo COMB10Units : Kgf, mm, C
Frame 230 Design Sect: P440X Mid 918.758 Design Type: Bracey Mid 1601.217 Frame Type Ordinary Moment FrameZ Mid 1407.602 Sect CIass CompactLength 2908.524 Major Axis 0.000 degrees counterclockwise from local 3Loc 1454.262 RLLF 1.000
Area 1716.880 SMajor 44955.416 rMajor 38.684 AVMajor: 859.637IMajor 2569202.045 SMinor 44955.416 rMinor 38.684 AVMinor: 859.637IMinor 2569202.045 ZMajor 59774.117 E 20390.000Ixy 0.000 ZMinor 59774.117 Fy 21.251
STRESS CUBClt FORCBS & MOMBNTSLocation P M33 M22 V2 V3 T1454.262 -3457.357 18703.733 0.000 0.000 0.000 82.952
PMM DBIIAHD/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H1-1) 0.239 0.206 + 0.033 + 0.000 0.950 OK
• AXIAL FORCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAxial -3457.357 2.014 9.766 12.750
MOMBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 18703.733 0.416 14.025 18.573 1.000 1.000 1.000 1.000Minor Moment 0.000 0.000 14.025 18.573 1.000 1.000 1.000
SHBAR DBSIGNV fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 0.000 0.000 8.500 0.000 OK 0.000Minor Shear 0.000 0.000 8.500 0.000 OK 0.000
SAP2000 v10.0.1 - File: 231
STUSS CHBClt PORCBS & MOMBNTSLocation P M33 M22 V2 V3 T0.000 -20848.791 54057.325 98785.373 116.074 66.468 -12558.757
PMM DBMAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H1-1) 0.674 0.576 + 0.021 + 0.077 0.950 OK
AXIAL PORCB DBSIGNP fa Fa Ft •Force Stress Allowable Allowable
Axial -20848.791 6.803 11.813 19.260
MOMBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 54057.325 0.422 21.186 130.765 1.000 1.000 1.475 1.000Minor Moment 98785.373 0.976 21.186 13.907 0.850 3.280 1.000
SHEAR DBSIGNv fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 116.074 0.000 12.840 0.005 OK 0.000Minor Shear 66.468 0.000 12.840 0.004 OK 0.000
PARAL Project, _
Job Number _
Englneer, _
AISC-ASDOl STBBL SBCTION CHBCltCombo COMB3Units : Kgf, mm, C
Design Sect: PRDesign Type: ColumnFrame Type Ordinary Moment FrameSect Class CompactMajor Axis 0.000 degrees counterclockwise from local 3RLLF 1.000
Frame 555X Mid 15696.017Y Mid 2904.000Z Mid 2922.540Length 1085.000Loc 0.000
Area 3064.510IMajor 9770599.142IMinor 5140024.532Ixy 0.000
rMajorrMinorEFy
56.46540.95520390.00032.100
AVMajor: 1935.480AVMinor: 1290.320
SMajorSMinorZMajorZMinor
128223.086101181. 585156189.204117269.927
SAP2000 v10.0.1 - File:
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•
•
Instituto de Desarrollo UrbanoCentro de Documentación
LARGUERO Pr~ect. _Job Number _Engineer _
AISC-ASDOl STBBL SBCTION CHBCKCombo COMB4Units : Kgf, mm, C
Design Sect: LGDesign Type: BraceFrame Type Ordinary Moment FrameSect Class CompactMajor Axis 0.000 degrees counterclockwise from local 3RLLF 1.000
Frame 577X Mid 9074.790Y Mid 2711.000Z Mid 3039.457Length 1200.000Loc 800.000
Area 875.000IMajor 1669322.917IMinor 565572.917Ixy 0.000
rMajorrMinorEFy
43.67825.42420390.00029.500
AVMajor: 600.000AVMinor: 300.000
SMajorSMinorZMajorZMinor
27822.04918852.43134156.25021031.250
STRESS CHECK FORCBS r. HOJIBNTSLocation P M33 M22 V2 V3 T800.000 -2995.212 2022.622 0.000 2.528 0.000 -87.694
PHH DBIIAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H1-1) 0.233 0.229 + 0.004 + 0.000 0.950 OK
AXIAL FORCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAxial -2995.212 3.423 14.968 17.700
HOJIBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 2022.622 0.073 19.470 139.104 1.000 1.000 1.000 1.000Minor Moment 0.000 0.000 19.470 47.129 1.000 1.000 1.000
SREAR DBSIGNV fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 2.528 0.000 11.800 0.000 OK 0.000Minor Shear 0.000 0.000 11.800 0.000 OK 0.000
SAP2000 v10.0.1 - File: 233
¡ "
RIOSTRA DE PISO ProjectJob Number _Englneer _
AISC-ASDOl STBBL SBCTION CHBCXCombo COMB10Units : Kgf, mm, C
Frame 710 Design Sect: RPX Mid 3157.052 Design Type: Bracey Mid 2104.000 Frame Type Ordinary Moment FrameZ Mid 3603.936 Sect Class compactLength 1631.818 Major Axis 0.000 degrees counterclockwise from local 3Loc 815.909 RLLF 1.000
Area 609.750 SMajor 13342.274 rMajor 27.674 AVMajor: 315.000IMajor 466979.578 SMinor 13342.274 rMinor 27.674 AVMinor: 315.000IMinor 466979.578 ZMajor 15497.156 E 20390.000Ixy 0.000 ZMinor 15497.156 Fy 29.500
STUSS CHBCX PORCBS & MOMBNTSLocation P M33 M22 V2 V3 T815.909 -1076.363 2945.183 0.000 0.000 0.000 1932.402
PMM DBMAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H1-3) 0.138 0.126 + 0.011 + 0.000 0.950 OK
AXIAL PORCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAxial -1076.363 1.765 13 .991 17.700
MOMBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 2945.183 0.221 19.470 30.198 1.000 1.000 1.000 1.000Minor Moment 0.000 0.000 19.470 30.198 1.000 1.000 1.000
SHBAR DBSIGNv fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 0.000 0.000 11.800 0.000 OK 0.000Minor Shear 0.000 0.000 11.800 0.000 OK 0.000
SAP2000 v10.0.1 - File:
•
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234
•... ~ {;no..,,...
Uv "!6.•..v
VIGA LONGITUDINAL Pr~.«. _Job Number _Englneer _
AISC-ASDOl STBBL SBCTIOH CHBCKCombo COMB4Units : Kgf. mm, C
Design Sect:Design Type:Frame TypeSect ClassMajor AxisRLLF
Frame 622X Mid 2012.514Y Mid 2622.000Z Mid 3116.095Length 1200.000Loc 0.000
Area 8923.872IMajor 196411578.18IMinor 21382842.918Ixy 0.000
VLBeamOrdinary Moment FrameCompact0.000 degrees counterclockwise from local 31.000
SMajorSMinorZMajorZMinor
rMajorrMinorEFy
148.35748.95020390.0'0032.200
AVMajor: 3024.000AVMinor: 5134.000
1122351.875209635.7151252533.566320169.036
STRESS CHECK rORCBS & MOMBNTSLocation P M33 M220.000 -8142.098 -4765032.7 749441.082
V2-4048.788
V31612.441
T1246.403
PMM DBIIAHD/CAPACITY RATIOGoverning TotalEquation Ratio(Hl-3) 0.399
MMinorRatio
+ 0.148
RatioLimit0.950
MMajorRatio
+ 0.200
StatusCheck
OK
PRatio0.051
• AXIAL rORCB DBSIGHP fa Fa Ft
Force Stress Allowable AllowableAxial -8142.098 0.912 17.983 19.320
MOMBNT DBSIGHM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment -4765032.7 4.246 21.252 1604.802 0.850 1.000 1.000 1.000Minor Moment 749441.082 3.575 24.150 174.711 0.850 1.000 1.000
SHBAR DBSIGHV fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 4048.788 0.000 12.880 0.104 OK 0.000Minor Shear 1612.441 0.000 12.880 0.024 OK 0.000
•SAP2000 v10.0.1 - File: 235
VIGUETA ProJect'-- _Job Number _
Englneer _
AISC-ASDOl STBBL SBCTION CHBCKCombo COMB4Units : Kgf, mm, C
Design Sect:Design Type:Frame TypeSect ClassMajor AxisRLLF
FrameX MidY MidZ MidLengthLoc
6666089.6792104.0003337.9681214.0000.000
VTABeamOrdinary Moment FrameCompact0.000 degrees counterclockwise from local 31.000
SMajorSMinorZMajorZMinor
rMajorrMinor8Fy
55.53740.27120390.00032.100
AVMajor: 1905.000AVMinor: 1270.000
AreaIMajorIMinorIxy
3013.7109295247.5994887417.3240.000
123936.63597748.346151070.596113399.221
STRESS CHBCK I'ORCBS " MOMBNTSLocation P M33 M22 V2 V3 T0.000 1095.463 5l3048.249 12421. 643 171.697 -0.071 -79.312
PMM DBMAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio Status8quation Ratio Ratio Ratio Ratio Limit Check(H2-1) 0.240 0.019 + 0.215 + 0.007 0.950 OK
AXIAL I'ORCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAxial 1095.463 0.363 14.844 19.260
MOMBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 5l3048.249 4.140 19.260 40.896 1.000 1.000 2.318 1.000Minor Moment 12421. 643 0.127 19.260 28.884 1.000 1.000 2.000
SHBAR DBSIGNv fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 171. 697 0.000 12.840 0.007 OK 0.000Minor Shear 0.071 0.000 12.840 4.3458-06 OK 0.000
SAP2000 v10.0.1 - File:
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•
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VIGA TRANSVERSAL Pr~ect. _Job Number _Engineer _
AISC-ASDOl STBBL SBCTION CHBCXCombo COMB4Units : Kgf, mm, C
Frame 627 Design Sect: VTRX Mid 2612.5l4 Design Type: Beamy Mid 2763.000 Frame Type Ordinary Moment FrameZ Mid 3116.095 Sect Class CompactLength 282.000 Major Axis 0.000 degrees counterclockwise from local 3Loc 0.000 RLLF 1.000
Area 8923.872 SMajor 1122351.875 rMajor 148.357 AVMajor: 3024.000IMajor 196411578.18 SMinor 209635.715 rMinor 48.950 AVMinor: 5134.000IMinor 21382842.918 zMajor 1252533.566 E 20390.000Ixy 0.000 ZMinor 320169.036 Fy 32.200
STRESS CHBCX PORCBS & MOHBNTSM22 V2
-3749.705V3
-7191.620T
-243.641Location0.000
p M331545.212 -1052264.79 -2028036.72
PMM DBMAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H2-1) 0.454 0.009 + 0.044 + 0.401 0.950 OK
AXIAL PORCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAxial 1545.212 0.173 18.348 19.320
MOHBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment -1052264.79 0.938 21.252 291.834 1.000 1.000 9.979 1.000Minor Moment -2028036.72 9.674 24.150 3163.620 1.000 1.000 1.000
SHBAR DBSIGNV fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 3749.705 0.000 12.880 0.096 OK 0.000Minor Shear 7191.620 0.000 12.880 0.109 OK 0.000
SAP2000 v10.0.1 - File: 237
IEIRlIr========= INGENIERIA L TOA.
CONTRATO IDU-133-05ESTUDIOS y DISEÑOS DE LA TRONCAL CALLE 26 (AV. 3a-
AEROPUERTO EL DORADO-AV JOS E MUTIS), BOGOTA D.C.
PUENTE PEATONAL PUENTE AEREO
9_3_6 RAMPA SUR TRAMO 1
11AL(AlOIA "AYOR
flQGCGAo..C.
238
•
•
~I ..,• '0 _". ('1 oI! .'"' ~Ul;U .,..•. ,",;
CORDON INFERIOR Pr~ea. _Job Number _Englneer _
AISC-ASD01 STBBL SBCTION CHBCXCombo COMB5Units : Kgf, mm, C
FrameX MidY MidZ MidLengthLoc
2433131.11090.0003312.7851039.1210.000
Design Sect: ClDesign Type: BraceFrame Type Ordinary Moment FrameSect Class CompactMajor Axis 0.000 degrees counterclockwise from local 3RLLF 1.000
rMajorrMinorEFy
58.70258.70220390.00032.100
AVMajor: 1905.000AVMinor: 1905.000Area
lMajorlMinorlxy
3648.71012573238.77812573238.7780.000
SMajorSMinorZMajorZMinor
167643 .184167643.184196679.471196679.471
STUSS CHBCX rORCBS " JIOIIBNTSLocation p M33 M220.000 -11064.865 -159317.591 209894.144
V3 TV2-302.231 307.481 -117585.343
PHIIDBIIAND/CAPACITY RATIOGoverning Total p MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(Hl-2) 0.261 0.157 + 0.045 + 0.059 0.950 OK
AXIAL rORCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAxial -11064.865 3.033 18.371 19.260
MOIIBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment -159317.591 0.950 21.186 335.078 0.850 1.000 1.000 1.000Minor Moment 209894.144 1.252 21.186 335.078 0.850 1.000 1.000
SHBAR DBSIGNV fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 302.231 0.000 12.840 0.012 OK 0.000Minor Shear 307.481 0.000 12.840 0.013 OK 0.000
SAP2000 v10.0.1 - File: 239
CORDON SUPERIOR Project, _
Job Number _
Englneer _
AISC-ASDOl STBBL SBCTION CHBCXCombo COMB2Units : Kgf, mm, C
Frame 428 Design Sect: CSX Mid 10376.477 Design Type: Bracey Mid 2904.000 Frame Type Ordinary Moment FrameZ Mid 4222.239 Sect Class Non-CompactLength 1200.000 Major Axis 0.000 degrees counterclockwise from local 3Loc 800.000 RLLF 1.000
Area 6129.020 SMajor 202363.171 rMajor 40.955 AVMajor: 2539.097IMajor 10280049.064 SMinor 361738.748 rMinor 94.841 AVMinor: 3858.334IMinor 55128985.172 ZMajor 234539.854 E 20390.000Ixy 0.000 ZMinor 467031. 324 Fy 32.100
STUSS CHBCX FOllCBS ro MOMBNTSLocation p M33 M22 V2 V3 T800.000 -21659.854 43945.483 -79645.204 10.474 3.872 -5694.591
PMM DBMAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H1-1) 0.220 0.201 + 0.008 + 0.011 0.950 OK
AXIAL FOllCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAxial -21659.854 3.534 17.589 19.260
MOMBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 43945.483 0.217 24.075 122.296 0.850 1.000 1.000 1.000Minor Moment -79645.204 0.220 19.260 655.838 0.977 1.000 1.000
SHBAll DBSIGNV fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 10.474 0.000 12.840 0.000 OK 0.000Minor Shear 3.872 0.000 12.840 7.815E-05 OK 0.000
SAP2000 v10.0.1 - File:240
•
•
•
•
••• t (: nD 1" ' ••••·3\JU ' ' l''"""-0
COLUMNA Pr~.ct. --Job Number _Engineer _
AISC-ASDOl STBBL SBCTION CHBCXCombo COMB10Units : Kgf, mm, C
FrameX MidY MidZ MidLengthLoc
7497.946650.543147.964500.000500.000
Design Sect:Design Type:Frame TypeSect ClassMajor AxisRLLF
P840BraceOrdinary Moment FrameCompact0.000 degrees counterclockwise from local 31.000
rMajorrMinorEFy
74.62174.62120390.00021.251
AVMajor: 2719.240AVMinor: 2719.240Area
IMajorIMinorIxy
5433.00830252377.98630252377.9860.000
SMajorSMinorzMajorzMinor
276151.328276151.328364910.031364910.031
STRBSS CHBCX FORCBS • MOMBNTSLocation P M33 M22 V2 V3 T500.000 -10822.848 257017.974 -807032.188 -508.030 1614.064 0.000
PIOI DIDlAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H1-2) 0.375 0.156 + 0.066 + 0.208 0.950 OK
AXIAL rORCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAxial -10822.848 1.992 12.597 12.750
MOMBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 257017.974 0.931 14.025 2338.566 0.850 1.000 1.000 1.000Minor Moment -807032.188 2.922 14.025 2338.566 0.850 1.000 1.000
SHBAR DBSIGNV fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 508.030 0.000 8.500 0.022 OK 0.000Minor Shear 1614 .064 0.000 8.500 0.070 OK 0.000
SAP2000 v10.0.1 - File: 241
DIAGONAL ProJect, _Job Number _
Engineer _
AISC-ASDOl STBBL SBCTION CHBCKCombo COMB5Units : Kgf, mm, C
Frame 416 Design Sect: DG2X Mid -387.806 Design Type: Bracey Mid 2904.000 Frame Type Ordinary Moment FrameZ Mid 4l38.667 Sect Class Non-CompactLength 2000.000 Major Axis 0.000 degrees counterclockwise from local 3Loc 2000.000 RLLF 1.000
Area 981. 748 SMajor 2968.843 rMajor 6.270 AVMajor: 770.274IMajor 38594.957 SMinor 39883.500 rMinor 50.389 AVMinor: 3423.604IMinor 2492718.780 ZMajor 5093.350 E 20390.000Ixy 0.000 ZMinor 48283.905 Fy 32.120
STUSS CHBCK PORCBS &. MOMBNTSLocation P M33 M22 V2 V3 T2000.000 13579.579 0.000 0.000 8.556 0.000 172.827
PMM DBMAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H2-1) 0.718 0.718 + 0.000 + 0.000 0.950 OK
AXIAL PORCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAxial 13579.579 l3 .832 18.488 19.272
MOMBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 0.000 0.000 19.272 412.763 1.000 1.000 0.050 1.000Minor Moment 0.000 0.000 19.272 26658.995 1.000 1.000 0.050
SHBAR DBSIGNv fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 8.556 0.000 12.848 0.001 OK 0.000Minor Shear 0.000 0.000 12.848 0.000 OK 0.000
SAP2000 v10.0.1 - File:
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242
•'···"'Olfl2~Uu lJ
DIAGONAL COLUMNA Pr~ect. _Job Number _Engineer, _
AISC-ASDOl STBBL SBCTION CHBCKCombo COMB5Units : Kgf, mm, C
Design Sect:Design Type:Frame TypeSect ClassMajor AxisRLLF
P440BraceOrdinary Moment FrameCompact0.000 degrees counterclockwise from local 31.000
Frame 28X Mid 918.545Y Mid 1394.914Z Mid 1519.012Length 3062.814Loc 1531.407
Area 1716.880IMajor 2569202.045IMinor 2569202.045Ixy 0.000
rMajorrMinorEFy
38.68438.68420390.00021.251
AVMajor: 859.637AVMinor: 859.637
SMajorSMinorZMajorZMinor
44955.41644955.41659774.11759774.117
STRESS CHECK rORCBS • HOMBNTSLocation P M33 M22 V2 V3 T1531.407 -2473.279 19667.409 0.000 0.000 0.000 31.965
PIIII DBMAHD/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H1-1) 0.185 0.151 + 0.034 + 0.000 0.950 OK
• AXIAL FORCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAxial -2473.279 1.441 9.541 12.750
MOMBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 19667.409 0.437 14.025 16.749 1.000 1.000 1.000 1.000Minor Moment 0.000 0.000 14.025 16.749 1.000 1.000 1.000
SREAR DBSIGNV fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 0.000 0.000 8.500 0.000 OK 0.000Minor Shear 0.000 0.000 8.500 0.000 OK 0.000
,SAP2000 v10.0.1 - File: 243
PARAL Project. _
Job Number _
Englneer _
AISC-ASDOl STBBL SBCTION CHBCXCombo COMB5Units : Kgf, mm, C
Frame 438 Design Sect: PRX Mid 1412.194 Design Type: Columny Mid 2904.000 Frame Type Ordinary Moment FrameZ Mid 4396.167 Sect Class CompactLength 1085.000 Major Axis 0.000 degrees counterclockwise from local 3Loc 0.000 RLLF 1.000
Area 3064.510 SMajor 128223.086 rMajor 56.465 AVMajor: 1935.480IMajor 9770599.142 SMinor 101181.585 rMinor 40.955 AVMinor: 1290.320IMinor 5140024.532 ZMajor 156189.204 E 20390.000Ixy 0.000 ZMinor 117269.927 Fy 32.100
STllBSS CHBCX PORCBS " MOMBNTSLocation P M33 M22 V2 V3 T0.000 -19489.873 -46412.404 -47393.910 -22.019 -72.580 -1747.803
PMM DBMAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H1-1) 0.551 0.502 + 0.024 + 0.025 0.950 OK
AXIAL PORCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAxial -19489.873 6.360 12.657 19.260
MOMBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment -46412.404 0.362 21.186 16.407 0.850 4.163 1.000 1.000Minor Moment -47393.910 0.468 21.186 61.613 1.000 1.057 1.475
SHRAR DBSIGNV fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 22.019 0.000 12.840 0.001 OK 0.000Minor Shear 72.580 0.000 12.840 0.004 OK 0.000
SAP2000 v10.0.1 - File:
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,. ...
LARGUERO Project. ~Job Number~ _Engineer~~~~~~~~~~~~~~~~~~~~
AISC-ASDOl STBBL SBCTION CHECXCombo COMB10Units : Kgf, mm, C
Frame 234 Design Sect: LGX Mid 9074.470 Design Type: Bracey Mid 2711.000 Frame Type Ordinary Moment FrameZ Mid 3262.028 Sect Class CompactLength 1200.000 Major Axis 0.000 degrees counterclockwise from local 3Loc 800.000 RLLF 1.000
Area 875.000 SMajor 27822.049 rMajor 43.678 AVMajor: 600.000IMajor 1669322.917 SMinor 18852.431 rMinor 25.424 AVMinor: 300.000IMinor 565572.917 ZMajor 34156.250 E 20390.000Ixy 0.000 ZMinor 21031.250 Fy 29.500
STRESS CBBCX PORCES • HOKBNTSLocation P M33 M22 V2 V3 T800.000 -1457.954 2022.622 0.000 2.528 0.000 270.716
PJOI DBllAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(Hl-3) 0.115 0.111 + 0.004 + 0.000 0.950 OK
AXIAL PORCE DESIGNP fa Fa Ft
Force Stress Allowable AllowableAxial -1457.954 1.666 14.968 17.700
IIOKBNT DESIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 2022.622 0.073 19.470 139.104 1.000 1.000 1.000 1.000Minor Moment 0.000 0.000 19.470 47.129 1.000 1.000 1.000
SHEAR DESIGNfv
Stress0.0000.000
VForce2.5280.000
StressRatio0.0000.000
StatusCheck
OKOK
TTorsion
0.0000.000
FvAllowable
11.80011.800
Major ShearMinor Shear
SAP2000 v10.0.1 - File: 245
(' '-'O\j(J 101
RIOSTRA DE PISO Project, _Job Number _Englneer _ •
AISC-ASD01 STBBL SBCTION CHBCKCombo COMB7Units : Kgf, mm, C
FrameX MidY MidZ MidLengthLoc
3593156.7322104.0003826.5071631. 819815.909
Design Sect:Design Type:Frame TypeSect ClassMajor AxisRLLF
SMajorSMinorZMajorZMinor
STRESS CHBCK FORCBS & MOMBNTSLocation P815.909 -831.808
RPBraceOrdinary Moment FrameCompact0.000 degrees counterclockwise from local 31.000
13342.27413342.27415497.15615497.156
M332945.183
PRatio0.098
faStress1. 364
fbStress
0.2210.000
fvStress
0.0000.000
M220.000
MMajorRatio
+ 0.011
FaAllowable
13.991
FbAllowable
19.47019.470
FvAllowable
11.80011.800
rMajorrMinorEFy
27.67427.67420390.00029.500
AVMajor: 315.000AVMinor: 315.000
V20.000
V30.000
T140.464
StatusCheck
OK
LFactor
1.0001.000
CbFactor
1.000
•
,
AreaIMajorIMinorIxy
609.750466979.578466979.5780.000
PMM DBMAND/CAPACITY RATIOMMinor
Ratio+ 0.000
RatioLimit0.950
TTorsion
0.0000.000
GoverningEquation(Hl-3)
AXIAL FORCB DBSIGN
TotalRatio0.109
PForce
Axial -831.808
MOMBNT DBSIGN
Major MomentMinor Moment
SHBAR DBSIGN
Major ShearMinor Shear
SAP2000 v10.0.1 - File:
MMoment
2945.1830.000
VForce0.0000.000
FtAllowable
17.700
FeAllowable
30.19830.198
CmFactor
1.0001.000
KFactor1.0001.000
StressRatio0.0000.000
StatusCheck
OKOK
246
• ~."n"'ODul;u~
VIGA LONGITUDINAL Project. _Job Number _Engineer _
AISC-ASDOl STBBL SBCTIOH CBBCXCombo COMB5Units : Kgf, mm, C
Design Sect:Design Type:Frame TypeSect ClassMajor AxisRLLF
Frame 274X Mid 2012.194Y Mid 382.000Z Mid 3338.667Length 1200.000Loc 0.000
Area 8923.872IMajor 196411578.18IMinor 21382842.918Ixy 0.000
VLBeamOrdinary Moment FrameCompact0.000 degrees counterclockwise from local 3l.000
148.35748.95020390.00032.200
AVMajor: 3024.000AVMinor: 5134.000
SMajorSMinorZMajorZMinor
rMajorrMinorEFy
1122351.875209635.7151252533.566320169.036
STRESS CHBCX rORCBS ~ MOMBNTSLocation0.000
V3-1005.902
T-1226.917
P M33 M22-4817.450 -3969208.8 -481685.456
V2-3386.502
PMM DBIIAHD/CAPACITY RATIOGoverning TotalEquation Ratio(H1-3) 0.292
MMajorRatio
+ 0.166
MMinorRatio
+ 0.095
RatioLimit0.950
StatusCheck
OK
PRatio0.030
AXIAL rORCB DBSIGHP fa Fa Ft
Force Stress Allowable AllowableAxial -4817.450 0.540 17.983 19.320
MOMBNT DBSIGHM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment -3969208.8 3.537 2l.252 1604.803 0.850 l.000 l.000 l.000Minor Moment -481685.456 2.298 24.150 174.711 0.850 l.000 l.000
SHBAR DBSIGHV fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 3386.502 0.000 12.880 0.087 OK 0.000Minor Shear 1005.902 0.000 12.880 0.015 OK 0.000
SAP2000 v10.0.1 - File: 247
VIGUETA Project, _Job Number _Engineer _
AISC-ASD01 STBBL SBCTION CHBCKCombo COMB5Units : Kgf, mm, C
Frame 223 Design Sect: VTAX Mid 9671.493 Design Type: Beamy Mid 2104.000 Frame Type Ordinary Moment FrameZ Mid 3202.326 Sect Class CompactLength 1214.000 Major Axis 0.000 degrees counterclockwise from local 3Loc 0.000 RLLF 1.000
Area 3013.710 SMajor 123936.635 rMajor 55.537 AVMajor: 1905.000IMajor 9295247.599 SMinor 97748.346 rMinor 40.271 AVMinor: 1270.000IMinor 4887417.324 ZMajor 151070.596 E 20390.000Ixy 0.000 ZMinor 113399.221 Fy 32.100
STRESS CHBCK PORCBS r. MOMBNTSLocation P M33 M22 V2 V3 T0.000 2.443 579300.500 38853.275 182.948 36.642 -0.905
PMM DBMAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H2-1) 0.239 0.000 + 0.221 + 0.019 0.950 OK
AXIAL PORCB DBSIGNfa
Stress8.107E-04
pForce2.443
FaAllowable
15.790
FtAllowable
19.260Axial
MOMBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 579300.500 4.674 21.186 40.896 1.000 1.000 2.318 1.000Minor Moment 38853.275 0.397 21.186 115.534 1.000 1.000 1.000
SHBAR DBSIGNv fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 182.948 0.000 12.840 0.007 OK 0.000Minor Shear 36.642 0.000 12.840 0.002 OK 0.000
SAP2000 v10.0.1 - File: 248
... ~ LGOC99
VIGA TRANSVERSAL Pr~ect, _Job Number, _Englneer _
AISC-ASDOl STBBL SBCTION CHBCKCombo COMB5Units : Kgf, mm, C
Design Sect:Design Type:Frame TypeSect ClassMajor AXisRLLF
FrameX MidY MidZ MidLengthLoc
2822612.1942758.0003338.667292.0000.000
VTRBeamOrdinary Moment FrameCompact0.000 degrees counterclockwise from local 31.000
SMajorSMinorZMajorZMinor
148.35748.95020390.00032.200
AVMajor: 3024.000AVMinor: 5134.000
rMajorrMinorEFy
1122351.875209635.7151252533.566320169.036
AreaIMajorIMinorIxy
8923.872196411578.1821382842.9180.000
STRBSS CHBCK rORCBS & MONBNTSLocation P M33 M220.000 1607.836 -891408.267 -1236814.25
V3-4235.665
T-l305.725
V2-3071. 685
PMIIDIDlAND/CAPACITY RATIORatioLimit0.950
MMajorRatio
+ 0.037
MMinorRatio
+ 0.244
StatusCheck
OK
GoverningEquation(H2-1)
TotalRatio0.291
PRatio0.009
AXIAL rORCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAXial 1607.836 0.180 18.348 19.320
MONBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment -891408.267 0.794 21.252 291.834 1.000 1.000 9.637 1.000Minor Moment -1236814.25 5.900 24.150 2950.644 1.000 1.000 1.000
SHZAR DBSIGNV fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 3071.685 0.000 12.880 0.079 OK 0.000Minor Shear 4235.665 0.000 12.880 0.064 OK 0.000
SAP2000 v10.0.1 - File: 249
(¡(¡t~~~~,..,..[g!f?j7(========INGENIERIA LTDA.
CONTRATO IDU-133-05ESTUDIOS y DISEÑOS DE LA TRONCAL CALLE 26 (AV. 3a-AEROPUERTO EL DORADO-AV JOSE MUTIS), BOGOTA D.C.
PUENTE PEATONAL PUENTE AEREO
9.3.7 RAMPA SUR TRAMO 2
250
)
....' L110098
CORDON INFERIOR Pr~e~. --Job Number _Engineer _
AISC-ASDOl STBBL SBCTION CHBCKCombo COMB5Units : Kgf, mm, C
Design Sect: ClDesign Type: BraceFrame Type Ordinary Moment FrameSect Class CompactMajor Axis 0.000 degrees counterclockwise from local 3RLLF 1.000
Frame 17X Mid 41297.758Y Mid 90.000Z Mid 22072.368Length 1200.000Loc 0.000
Area 3648.710lMajor 12573238.778lMinor 12573238.778lxy 0.000
rMajorrMinorEFy
58.70258.70220390.00032.100
AVMajor: 1905.000AVMinor: 1905.000
SMajorSMinorZMajorZMinor
167643.184167643 .184196679.471196679.471
STRESS CHBCK PORCBS & HOKBNTSLocation P M33 M220.000 -13677.850 -1433485.59 292927.571
V3 TV2-1687.970 356.470 -175970.779
PIIIlDBllAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(Hl-2) 0.681 0.195 + 0.404 + 0.082 0.950 OK
AXIAL PORCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAxial -13677 .850 3.749 18.200 19.260
MOKBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment -1433485.59 8.551 21.186 251. 256 0.850 1.000 1.000 1.000Minor Moment 292927.571 1.747 21.186 251. 256 0.850 1.000 1.000
SHEAR DBSIGNV fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 1687.970 0.000 12.840 0.069 OK 0.000Minor Shear 356.470 0.000 12.840 0.015 OK 0.000
SAP2000 v10.0.1 - File: 251
CORDON SUPERIOR ProJect, _
Job Number _
Englneer _
AISC-ASDOl STBBL SBCTION CHBCXCombo COMB2Units : Kgf, mm, C
Frame 480 Design Sect: CSX Mid 51737.673 Design Type: Bracey Mid 2904.000 Frame Type Ordinary Moment FrameZ Mid 24492.319 Sect Class Non-CompactLength 1200.000 Major Axis 0.000 degrees counterclockwise from local 3Loc 400.000 RLLF 1.000
Area 6129.020 SMajor 202363.171 rMajor 40.955 AVMajor: 2539.097IMajor 10280049.064 SMinor 361738.748 rMinor 94.841 AVMinor: 3858.334IMinor 55128985.172 ZMajor 234539.854 E 20390.000Ixy 0.000 ZMinor 467031. 324 Fy 32.100
STllBSS CHRCX FORCRS re MOMBNTSLocation P M33 M22 V2 V3 T400.000 -40773.521 89270.588 -23329.904 -21.286 -5.780 3466.939
PMM DBMAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H1-1) 0.398 0.378 + 0.016 + 0.003 0.950 OK
AXIAL FORCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAxial -40773.521 6.653 17.589 19.260
MOMBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 89270.588 0.441 24.075 122.296 0.850 1.000 1.000 1.000Minor Moment -23329.904 0.064 19.260 655.838 0.892 1.000 1.000
SHIlAR DBSIGNv fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajar Shear 21.286 0.000 12.840 0.001 OK 0.000Minor Shear 5.780 0.000 12.840 0.000 OK 0.000
SAP2000 v10.0.1 - File: 252
COLUMNA
•• ti
Pr~e~. _Job Number _Englneer _
AISC-ASD01 STBBL SBcrION CHBCXCombo COMB5Units : Kgf, mm, C
Frame 26X Mid 64777.844Y Mid 2467.000Z Mid 22266.941Length 2151.110Loe 2151.110
Area 5433.008IMajor 30252377.986IMinor 30252377.986Ixy 0.000
Design Sect:Design Type:Frame TypeSect ClassMajor AxisRLLF
P840BraceOrdinary Moment FrameCompact0.000 degrees counterclockwise from local 31.000
SMajorSMinorZMajorZMinor
rMajorrMinorEFy
AVMajor: 2719.240AVMinor: 2719.240
276151.328276151.328364910.031364910.031
74.62174.62120390.00021.251
STRESS CHBCX FORCBS & HOKBNTSLocation P M33 M222151.110 -16278.847 -60191.621 340616.764
PHH DBHAND/CAPACITY RATIOGoverningEquation{H1-1l
AXIAL FORCB DBSIGN
V285.843
V3-212.359
T8432.837
TotalRatio0.335
MMajorRatio
+ 0.016
MMinorRatio
+ 0.077
RatioLimit0.950
StatusCheck
OK
PRatio0.257
P fa Fa FtForce Stress Allowable Allowable
Axial -16278.847 2.996 11.663 12.750
HOIIIDITDBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment -60191.621 0.218 14.025 83.183 1.000 1.000 1.232 1.000Minor Moment 340616.764 1.233 14.025 126.347 0.850 1.000 1.000
SRBAR DBSIGN
Major ShearMinor Shear
SAP2000 v10.0.1 - File:
VForce
85.843212.359
fvStress0.0000.000
StressRatio0.0040.009
StatusCheck
OKOK
TTorsion
0.0000.000
FvAllowable
8.5008.500
253
DIAGONAL Pr~ect, _Job Number _Englneer _
AISC-ASDOl STEEL SECTION CHECKCombo COMB2Units : Kgf, mm, C
Frame 131 Design Sect: DG2X Mid 42412.200 Design Type: Bracey Mid 2904.000 Frame Type Ordinary Moment FrameZ Mid 22987.803 Sect Class Non-CompactLength 2000.000 Major Axis 0.000 degrees counterclockwise from local 3Loc 2000.000 RLLF 1.000
Area 981.748 SMajor 2968.843 rMajor 6.270 AVMajor: 770.274IMajor 38594.957 SMinor 39883.500 rMinor 50.389 AVMinor: 3423.604IMinor 2492718.780 ZMajor 5093.350 E 20390.000Ixy 0.000 ZMinor 48283.905 Fy 32.120
STRESS CHECK PORCES & MOMBNTSLocation P M33 M22 V2 V3 T2000.000 15364.934 0.000 0.000 9.648 0.000 -261.287
PMM DBMAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H2-1) 0.812 0.812 + 0.000 + 0.000 0.950 OK
AXIAL PORCE DESIGNP fa Fa Ft
Force Stress Allowable AllowableAxial 15364.934 15.651 18.488 19.272
MOMBNT DESIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 0.000 0.000 19.272 412.763 1.000 1.000 0.050 1.000Minor Moment 0.000 0.000 19.272 26658.995 1.000 1.000 0.050
SHBAR DESIGNV fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 9.648 0.000 12.848 0.001 OK 0.000Minor Shear 0.000 0.000 12.848 0.000 OK 0.000
SAP2000 v10.0.1 - File: 254
.,,~ UU0096
DIAGONAL COLUMNA ProJect, _Job Number _Engineer _
AISC-ASDOl STBBL SBCTION CHBCKCombo COMB10Units : Kgf, mm, C
Design Sect:Design Type:Frame TypeSect ClassMajor AxisRLLF
Frame 25X Mid 64777.844Y Mid 1595.984Z Mid 22266.941Length 2889.928Loc 1444.964
Area 1716.880IMajor 2569202.045IMinor 2569202.045Ixy 0.000
P440BraceOrdinary Moment FrameCompact0.000 degrees counterclockwise from local 31.000
38.68438.68420390.00021.251
AVMajor: 859.637AVMinor: 859.637
SMajorSMinorZMajorZMinor
rMajorrMinorEFy
44955.41644955.41659774.11759774.117
STRBSS CHBCK PORCBS & MOMBNTSLocation P M33 M22 V2 V3 T1444.964 -2866.030 18494.511 0.000 0.000 0.000 2137.183
PIIIIDBIIAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H1-1) 0.203 0.170 + 0.032 + 0.000 0.950 OK
AXIAL PORCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAxial -2866.030 1.669 9.793 12.750
1I0MBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 18494.511 0.411 14.025 18.813 1.000 1.000 1.000 1.000Minor Moment 0.000 0.000 14.025 18.813 1.000 1.000 1.000
SHBAR DBSIGNV fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 0.000 0.000 8.500 0.000 OK 0.000Minor Shear 0.000 0.000 8.500 0.000 OK 0.000
SAP2000 v10.0.1 - File: 255
1\ .. '..,. .:: ..
PARAL Project, _
Job Number _
Englneer _
AISC-ASDOl STBBL SBCTION CHBCKCombo COMB5Units : Kgf, mm, C
Design Sect: PRDesign Type: ColumnFrame Type Ordinary Moment FrameSect Class CompactMajor Axis 0.000 degrees counterclockwise from local 3RLLF
FrameX MidY MidZ MidLengthLoc
51463084.0902904.00025024.4601085.0000.000 1.000
SMajorSMinorZMajorZMinor
rMajorrMinorEFy
AreaIMajorIMinorIxy
3064.5109770599.1425140024.5320.000
56.46540.95520390.00032.100
AVMajor: 1935.480AVMinor: 1290.320
128223.086101181. 585156189.204117269.927
STRBSS CHBCK FORCBS & MOMBNTSLocation0.000
P M33 M22162372.223
V2-167.738
V3190.158
T-6952.814-20842.369 -163394.171
PMM DBMAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H1-1) 0.711 0.537 + 0.087 + 0.086 0.950 OK
AXIAL FORCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAxial -20842.369 6.801 12.657 19.260
MOMBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor Fact'orMajor Moment -163394.171 1. 274 21.186 16.407 0.850 4.163 1. 000 1. 000Minor Moment 162372 .223 1.605 21.186 55.573 1. 000 1.113 1.475
SHBAR DBSIGNv fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 167.738 0.000 12.840 0.007 OK 0.000Minor Shear 190.158 0.000 12.840 0.011 OK 0.000
SAP2000 v10.0.1 - File: 256
LARGUERO
...• LUOD95
Pr~ect~ _Job Number _Engineer _
AISC-ASDOl STBBL SBCTION CHBCECombo COMB10Units : Kgf, mm, C
Frame 160X Mid 48287.603Y Mid 2711.000Z Mid 23085.935Length 1147.171Loc 382.390
Area 875.000IMajor 1669322.917IMinor 565572.917Ixy 0.000
Design Sect:Design Type:Frame TypeSect ClassMajor AxisRLLF
SMajorSMinorZMajorzMinor
Location382.390
STRBSS CHBCE PORCHS & MOMBNTSP
-1216.285
PMM DBIIAND/CAPACITY RATIOGoverningEquation(Hl-3)
AXIAL PORCB DBSIGN
Axial
MOMBNT DBSIGN
Major MomentMinor Moment
SHBAR DBSIGN
Major ShearMinor Shear
TotalRatio0.095
pForce
-1216.285
MMoment
1855.3150.000
VForce2.4260.000
LGBraceOrdinary Moment FrameCompact0.000 degrees counterclockwise from local 31.000
27822.04918852.43134156.25021031.250
rMajorrMinorEFy
AVMajor: 600.000AVMinor: 300.000
SAP2000 v10.0.1 - File:
43.67825.42420390.00029.500
M331855.315
M220.000
V2-2.426
V3 T0.000 503.666
Ratio StatusLimit Check0.950 OK
pRatio0.092
MMajorRatio
+ 0.003
MMinorRatio
+ 0.000
faStress1.390
FaAllowable
15.130
FtAllowable
17.700
fb Fb Fe Cm K L CbStress Allowable Allowable Factor Factor Factor Factor0.067 19.470 152.211 1.000 1.000 1.000 1.0000.000 19.470 51.570 1.000 1.000 1.000
fv Fv Stress Status TStress Allowable Ratio Check Torsion0.000 11.800 0.000 OK 0.0000.000 11.800 0.000 OK 0.000
257
" '
RIOSTRA DE PISO Project'---- _
Job Number _
Englneer _
AISC-ASDOl STBBL SBCTION CHBC~Combo COMB9Units : Kgf, mm, C
Frame 415 Design Sect: RPX Mid 60203.947 Design Type: Bracey Mid 2104.000 Frame Type Ordinary Moment FrameZ Mid 24248.535 Sect Class CompactLength 1706.984 Majar Axis 0.000 degrees counterclockwise from local 3Loc 853.492 RLLF 1.000
Area 609.750 SMajor 13342.274 rMajor 27.674 AVMajor: 315.000IMajor 466979.578 SMinor 13342.274 rMinor 27.674 AVMinor: 315.000IMinor 466979.578 ZMajor 15497.156 E 20390.000Ixy 0.000 ZMinor 15497.156 Fy 29.500
STRESS CHBC~ FORCBS re MOMBNTSLocation P M33 M22 V2 V3 T853.492 -864.530 3216.646 0.000 0.000 0.000 -1018.328
PMM DBMAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(Hl-3) 0.115 0.103 + 0.012 + 0.000 0.950 OK
AXIAL FORCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAxial -864.530 1.418 13.750 17.700
MOMBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajar Moment 3216.646 0.241 19.470 27.597 1.000 1.000 1.000 1.000Minar Moment 0.000 0.000 19.470 27.597 1.000 1.000 1.000
SHIlAR DBSIGNv fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajar Shear 0.000 0.000 11.800 0.000 OK 0.000Minar Shear 0.000 0.000 11.800 0.000 OK 0.000
SAP2000 v10.0.1 - File: 258
" ¡"¡:cng/," l!0 ,() 't
VIGA LONGITUDINAL Pr~ect, _Job Number _Engineer _
AISC-ASDOl STBBL SBCTION CHBCXCombo COMB5Units : Kgf. mm. C
Frame 339 Design Sect: VLX Mid 63684.075 Design Type: Beamy Mid 2612.000 Frame Type Ordinary Moment FrameZ Mid 23966.960 Sect Class CompactLength 1199.971 Major Axis 0.000 degrees counterclockwise from local 3Loc 1199.971 RLLF 1.000
Area 8923.872 SMajor 1122351.875 rMajor 148.357 AVMajor: 3024.000IMajor 196411578.18 SMinor 209635.715 rMinor 48.950 AVMinor: 5l34.000IMinor 21382842.918 ZMajor 1252533.566 E 20390.000Ixy 0.000 ZMinor 320169.036 Fy 32.200
STaBSS CHBCX rORCBS • MOMBNTSV2
9879.930V3
-948.152T
2036.428Location1199.971
M33 M22431550.856
p-4762.209 -11770738.5
PMM DBllAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(Hl-3) 0.608 0.030 + 0.493 + 0.085 0.950 OK
AXIAL rORCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAxial -4762.209 0.534 17.983 19.320
MOMBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment -11770738.5 10.488 21.252 1604.881 0.850 1.000 1.000 1.000Minor Moment 431550.856 2.059 24.150 174.719 0.850 1.000 1.000
SHBAR DBSIGNV fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 9879.930 0.000 12.880 0.254 OK 0.000Minor Shear 948.152 0.000 12.880 0.014 OK 0.000
SAP2000 v10.0.1 - File: 259
VIGUETA Project, _
Job Number _
Engineer _
AISC-ASDOl STBBL SBCTION CHBCKCombo COMB2Units : Kgf, mm, C
Frame 259 Design Sect: VTAX Mid 53636.702 Design Type: Beamy Mid 2104.000 Frame Type Ordinary Moment FrameZ Mid 23591.811 Sect Class CompactLength 1214.000 Major Axis 0.000 degrees counterclockwise from local 3Loc 0.000 RLLF 1.000
Area 3013.710 SMajor 123936.635 rMajor 55.537 AVMajor: 1905.000IMajor 9295247.599 SMinor 97748.346 rMinor 40.271 AVMinor: 1270.000IMinor 4887417.324 ZMajor 151070.596 E 20390.000Ixy 0.000 ZMinor 113399.221 Fy 32.100
STRESS CHBCK FORCBS ,.MOMBNTSLocation P M33 M22 V2 V3 T0.000 -443.137 591730.136 -11880.804 171.500 0.000 -3.965E-05
PMM DBMAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(Hl-3) 0.264 0.010 + 0.248 + 0.006 0.950 OK
AXIAL FORCB DBSIGNP fa Fa Ft
Force Stress Allowable AllowableAxial -443.137 0.147 14.844 19.260
MOMBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment 591730.136 4.774 19.260 40.896 1.000 1.000 2.318 1.000Minor Moment -11880.804 0.122 19.260 28.884 1.000 1.000 2.000
SHBAlt DBSIGNv fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 171.500 0.000 12.840 0.007 OK 0.000Minor Shear 0.000 0.000 12.840 0.000 OK 0.000
SAP2000 v10.0.1 - File: 260
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VIGA TRANSVERSAL Project, _
Job Number _
Engineer _
AISC-ASDOl STBBL SBCTION CHBCXCombo COMB5Units : Kgf, mm, C
Design Sect:Design Type:Frame TypeSect ClassMajor AxisRLLF
VTRBeamOrdinary Moment FrameCompact0.000 degrees counterclockwise from local 31.000
Frame 334X Mid 63084.090Y Mid 2758.000Z Mid 23966.960Length 292.000Loc 0.000
Area 8923.872IMajor 196411578.18IMinor 21382842.918Ixy 0.000
rMajorrMinorEFy
148.35748.95020390.00032.200
AVMajor: 3024.000AVMinor: 5134.000
SMajorSMinorZMajorZMinor
1122351. 875209635.7151252533.566320169.036
STRESS CHBCX FORCES & HOMBNTSLocation P M33 M220.000 1648.709 -2787490.37 1220792.981
V2-9565.117
V34180.798
T-8455.380
PIIII DBllAND/CAPACITY RATIOGoverning Total P MMajor MMinor Ratio StatusEquation Ratio Ratio Ratio Ratio Limit Check(H2-1) 0.368 0.010 + 0.117 + 0.241 0.950 OK
AXIAL FORCE DESIGNp fa Fa Ft
Force Stress Allowable AllowableAxial 1648.709 0.185 18.348 19.320
MOMBNT DBSIGNM fb Fb Fe Cm K L Cb
Moment Stress Allowable Allowable Factor Factor Factor FactorMajor Moment -2787490.37 2.484 21.252 291.834 1.000 1.000 9.637 1.000Minor Moment 1220792.981 5.823 24.150 2950.644 1.000 1.000 1.000
SHBAll DBSIGNV fv Fv Stress Status T
Force Stress Allowable Ratio Check TorsionMajor Shear 9565.117 0.000 12.880 0.246 OK 0.000Minor Shear 4180.798 0.000 12.880 0.063 OK 0.000
SAP2000 v10.0.1 - File: 261
