memoria de cálculo staad 1 techumbre
TRANSCRIPT
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 1 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 1 of 90STAAD.Pro for Windows 20.07.04.12
Job Information Engineer Checked Approved
Name: CRGA JAV JAVDate: 22-Feb-12 22-Feb-12 22-Feb-12
Structure Type SPACE FRAME
Number of Nodes 73 Highest Node 73Number of Elements 127 Highest Beam 127
Number of Basic Load Cases 4Number of Combination Load Cases 9
Included in this printout are data for:All The Whole Structure
Included in this printout are results for load cases:Type L/C Name
Primary 1 P.PPrimary 2 C.VPrimary 3 SISMO XPrimary 4 SISMO Z
Combination 5 P.P+C.VCombination 6 P.P+C.V+SX+0.3SZCombination 7 P.P+C.V+0.3SX+SZCombination 8 P.P+C.V-SX-0.3SZCombination 9 P.P+C.V-0.3SX-SZCombination 10 P.P+C.V-SX+0.3SZCombination 11 P.P+C.V-0.3SX+SZCombination 12 P.P+C.V+SX-0.3SZCombination 13 P.P+C.V+0.3SX-SZ
Section PropertiesProp Section Area
(cm2)Iyy
(cm4)Izz
(cm4)J
(cm4)Material
1 OR305X12.7 144.516 20.2E+3 20.2E+3 31.7E+3 STEEL2 IR457X105.3 134.193 2.51E+3 48.7E+3 140.947 STEEL3 IR305X21.1 26.839 99.896 3.69E+3 2.527 STEEL4 IR457X96.7 123.226 2.28E+3 44.5E+3 110.156 STEEL5 OR203X9.5 71.613 4.41E+3 4.41E+3 6.92E+3 STEEL6 CF203X12X 10.001 74.217 628.529 0.000 STEEL
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 2 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 2 of 90STAAD.Pro for Windows 20.07.04.12
3D Rendered View
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 3 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 3 of 90STAAD.Pro for Windows 20.07.04.12
3D Rendered View
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 4 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 4 of 90STAAD.Pro for Windows 20.07.04.12
3D Rendered View
Node Displacement SummaryNode L/C X
(mm)Y
(mm)Z
(mm)Resultant
(mm)rX
(rad)rY
(rad)rZ
(rad)Max X 57 3:SISMO X 28.341 2.611 -12.069 30.915 -0.000 -0.001 -0.001Min X 57 8:P.P+C.V-SX- -24.650 -8.275 17.975 31.610 0.001 0.001 0.002Max Y 58 3:SISMO X 27.667 2.619 -12.069 30.298 -0.000 -0.001 0.006Min Y 1 5:P.P+C.V -0.557 -14.553 -1.152 14.609 0.001 0.000 0.004Max Z 57 9:P.P+C.V-0.3S -14.504 -7.270 33.180 36.935 0.001 0.001 0.002Min Z 54 4:SISMO Z 7.706 0.673 -41.050 41.772 0.000 -0.001 -0.000
Max rX 30 5:P.P+C.V -0.642 -2.114 -0.903 2.387 0.002 -0.000 -0.000Min rX 46 7:P.P+C.V+0.3 11.447 -0.310 -25.985 28.397 -0.002 0.001 -0.002Max rY 9 9:P.P+C.V-0.3S -12.957 -2.293 25.394 28.600 0.000 0.002 -0.021Min rY 9 4:SISMO Z 8.336 -0.141 -32.087 33.153 0.000 -0.002 0.025Max rZ 9 4:SISMO Z 8.336 -0.141 -32.087 33.153 0.000 -0.002 0.025Min rZ 9 9:P.P+C.V-0.3S -12.957 -2.293 25.394 28.600 0.000 0.002 -0.021
Max Rst 57 4:SISMO Z 9.017 0.697 -41.033 42.018 -0.000 -0.002 -0.000
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 5 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 5 of 90STAAD.Pro for Windows 20.07.04.12
DisplacementLoad 4 : X
Y
Z
Whole Structure Displacements 25.9809mm:1m 4 SISMO Z
Beam End ForcesSign convention is as the action of the joint on the beam.
Axial Shear Torsion BendingBeam Node L/C Fx
(Mton)Fy
(Mton)Fz
(Mton)Mx
(MTon-m)My
(MTon-m)Mz
(MTon-m)1 1 1:P.P 0.001 0.117 -0.000 0.000 0.000 0.000
2:C.V 0.149 -6.013 -0.026 0.004 0.046 -0.0013:SISMO X 0.271 0.722 -0.372 -0.000 0.596 0.0004:SISMO Z 0.512 0.290 -1.254 -0.001 2.003 0.0015:P.P+C.V 0.150 -5.896 -0.026 0.004 0.047 -0.0016:P.P+C.V+SX+ 0.431 -3.815 -0.581 0.003 0.933 -0.0007:P.P+C.V+0.3 0.558 -4.042 -1.043 0.002 1.672 -0.0008:P.P+C.V-SX- -0.206 -5.029 0.542 0.004 -0.862 -0.0019:P.P+C.V-0.3S -0.333 -4.802 1.004 0.004 -1.601 -0.00210:P.P+C.V-SX 0.025 -4.898 -0.023 0.003 0.039 -0.00111:P.P+C.V-0.3 0.436 -4.367 -0.876 0.003 1.404 -0.00012:P.P+C.V+SX 0.200 -3.946 -0.016 0.003 0.031 -0.00113:P.P+C.V+0. -0.211 -4.477 0.837 0.004 -1.333 -0.001
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 6 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 6 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
5 1:P.P -0.001 0.209 0.000 -0.000 0.000 -0.1442:C.V -0.149 6.013 0.026 -0.004 0.034 -18.6383:SISMO X -0.271 -0.722 0.372 0.000 0.557 2.2394:SISMO Z -0.512 -0.290 1.254 0.001 1.883 0.8985:P.P+C.V -0.150 6.222 0.026 -0.004 0.034 -18.7826:P.P+C.V+SX+ -0.431 4.059 0.581 -0.003 0.867 -12.2057:P.P+C.V+0.3 -0.558 4.286 1.043 -0.002 1.563 -12.9098:P.P+C.V-SX- 0.206 5.273 -0.542 -0.004 -0.816 -15.9679:P.P+C.V-0.3S 0.333 5.046 -1.004 -0.004 -1.512 -15.26310:P.P+C.V-SX -0.025 5.143 0.023 -0.003 0.031 -15.56311:P.P+C.V-0.3 -0.436 4.611 0.876 -0.003 1.312 -13.91712:P.P+C.V+SX -0.200 4.190 0.016 -0.003 0.020 -12.60913:P.P+C.V+0. 0.211 4.721 -0.837 -0.004 -1.261 -14.256
2 2 1:P.P 1.826 -0.006 0.028 -0.000 -0.081 -0.0162:C.V 13.278 0.507 0.501 0.003 -1.447 1.2673:SISMO X -1.245 2.436 0.820 0.155 -3.415 10.1284:SISMO Z 3.340 0.778 2.850 0.503 -11.738 3.2305:P.P+C.V 15.105 0.501 0.530 0.003 -1.528 1.2516:P.P+C.V+SX+ 11.146 2.378 1.653 0.232 -6.348 9.2617:P.P+C.V+0.3 13.553 1.508 2.719 0.414 -10.718 5.6398:P.P+C.V-SX- 11.511 -1.626 -0.859 -0.227 4.056 -7.3859:P.P+C.V-0.3S 9.104 -0.756 -1.924 -0.410 8.426 -3.76310:P.P+C.V-SX 13.014 -1.276 0.424 -0.001 -1.226 -5.93111:P.P+C.V-0.3 14.114 0.411 2.350 0.344 -9.181 1.08212:P.P+C.V+SX 9.643 2.028 0.371 0.006 -1.066 7.80813:P.P+C.V+0. 8.544 0.341 -1.555 -0.340 6.889 0.795
4 1:P.P -0.932 0.006 -0.028 0.000 -0.143 -0.0302:C.V -13.278 -0.507 -0.501 -0.003 -2.515 2.7403:SISMO X 1.245 -2.436 -0.820 -0.155 -3.061 9.1184:SISMO Z -3.340 -0.778 -2.850 -0.503 -10.773 2.9175:P.P+C.V -14.210 -0.501 -0.530 -0.003 -2.658 2.7096:P.P+C.V+SX+ -10.476 -2.378 -1.653 -0.232 -6.713 9.5277:P.P+C.V+0.3 -12.883 -1.508 -2.719 -0.414 -10.762 6.2718:P.P+C.V-SX- -10.840 1.626 0.859 0.227 2.726 -5.4639:P.P+C.V-0.3S -8.433 0.756 1.924 0.410 6.775 -2.20710:P.P+C.V-SX -12.343 1.276 -0.424 0.001 -2.121 -4.15011:P.P+C.V-0.3 -13.443 -0.411 -2.350 -0.344 -9.384 2.16812:P.P+C.V+SX -8.973 -2.028 -0.371 -0.006 -1.865 8.21413:P.P+C.V+0. -7.873 -0.341 1.555 0.340 5.398 1.896
3 3 1:P.P 1.887 -0.004 -0.028 -0.000 0.067 -0.0102:C.V 19.535 0.885 -0.498 0.009 1.186 2.2363:SISMO X -3.776 2.391 0.864 0.104 -3.536 9.9664:SISMO Z -4.852 0.681 2.789 0.446 -11.589 2.8235:P.P+C.V 21.421 0.881 -0.526 0.009 1.253 2.226
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 7 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 7 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
6:P.P+C.V+SX+ 12.142 2.607 0.881 0.184 -4.320 9.7797:P.P+C.V+0.3 11.577 1.710 1.891 0.364 -8.548 6.0298:P.P+C.V-SX- 19.990 -1.285 -1.671 -0.172 6.199 -6.4409:P.P+C.V-0.3S 20.555 -0.388 -2.681 -0.351 10.427 -2.69010:P.P+C.V-SX 17.806 -0.979 -0.416 0.029 0.984 -5.17011:P.P+C.V-0.3 13.276 0.634 1.502 0.317 -6.957 1.54412:P.P+C.V+SX 14.326 2.301 -0.374 -0.016 0.895 8.50913:P.P+C.V+0. 18.856 0.688 -2.292 -0.304 8.836 1.795
6 1:P.P -0.992 0.004 0.028 0.000 0.153 -0.0182:C.V -19.535 -0.885 0.498 -0.009 2.752 4.7543:SISMO X 3.776 -2.391 -0.864 -0.104 -3.293 8.9214:SISMO Z 4.852 -0.681 -2.789 -0.446 -10.442 2.5575:P.P+C.V -20.527 -0.881 0.526 -0.009 2.905 4.7376:P.P+C.V+SX+ -11.471 -2.607 -0.881 -0.184 -2.640 10.8197:P.P+C.V+0.3 -10.906 -1.710 -1.891 -0.364 -6.394 7.4778:P.P+C.V-SX- -19.319 1.285 1.671 0.172 6.998 -3.7149:P.P+C.V-0.3S -19.884 0.388 2.681 0.351 10.752 -0.37210:P.P+C.V-SX -17.136 0.979 0.416 -0.029 2.299 -2.56311:P.P+C.V-0.3 -12.606 -0.634 -1.502 -0.317 -4.912 3.46312:P.P+C.V+SX -13.655 -2.301 0.374 0.016 2.059 9.66813:P.P+C.V+0. -18.185 -0.688 2.292 0.304 9.270 3.642
4 4 1:P.P -0.366 0.470 -0.000 0.000 0.000 0.3222:C.V -6.167 6.624 -0.008 -0.000 0.017 5.9553:SISMO X 1.630 0.604 0.166 -0.001 -0.271 2.2334:SISMO Z 4.111 3.507 0.724 -0.000 -1.139 8.8545:P.P+C.V -6.533 7.094 -0.009 -0.000 0.017 6.2776:P.P+C.V+SX+ -2.752 6.563 0.281 -0.001 -0.447 8.3757:P.P+C.V+0.3 -1.449 8.087 0.574 -0.001 -0.903 11.8518:P.P+C.V-SX- -7.048 4.078 -0.294 0.001 0.473 1.0419:P.P+C.V-0.3S -8.350 2.554 -0.587 0.000 0.929 -2.43510:P.P+C.V-SX -5.198 5.656 0.032 0.001 -0.040 5.02511:P.P+C.V-0.3 -2.183 7.815 0.500 -0.000 -0.781 10.84612:P.P+C.V+SX -4.602 4.984 -0.045 -0.001 0.066 4.39013:P.P+C.V+0. -7.616 2.826 -0.512 -0.000 0.806 -1.430
5 1:P.P 0.366 -0.178 0.000 -0.000 0.000 0.6562:C.V 6.167 -6.624 0.008 0.000 0.008 14.0503:SISMO X -1.630 -0.604 -0.166 0.001 -0.229 -0.4094:SISMO Z -4.111 -3.507 -0.724 0.000 -1.048 1.7375:P.P+C.V 6.533 -6.802 0.009 0.000 0.008 14.7076:P.P+C.V+SX+ 2.752 -6.344 -0.281 0.001 -0.401 11.1147:P.P+C.V+0.3 1.449 -7.868 -0.574 0.001 -0.831 12.2418:P.P+C.V-SX- 7.048 -3.860 0.294 -0.001 0.414 10.9469:P.P+C.V-0.3S 8.350 -2.336 0.587 -0.000 0.844 9.81910:P.P+C.V-SX 5.198 -5.438 -0.032 -0.001 -0.058 11.727
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 8 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 8 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
11:P.P+C.V-0.3 2.183 -7.596 -0.500 0.000 -0.728 12.42512:P.P+C.V+SX 4.602 -4.766 0.045 0.001 0.071 10.33213:P.P+C.V+0. 7.616 -2.607 0.512 0.000 0.741 9.635
5 5 1:P.P -0.366 -0.303 -0.000 -0.000 0.000 -0.6562:C.V -6.199 -8.535 0.021 -0.004 -0.024 -14.0553:SISMO X 1.324 1.775 0.469 0.002 -0.495 0.4094:SISMO Z 3.073 3.984 1.340 0.000 -1.374 -1.7365:P.P+C.V -6.565 -8.838 0.020 -0.004 -0.024 -14.7116:P.P+C.V+SX+ -3.240 -4.401 0.668 -0.001 -0.698 -11.1177:P.P+C.V+0.3 -2.321 -3.241 1.125 -0.002 -1.159 -12.2438:P.P+C.V-SX- -6.609 -8.856 -0.638 -0.005 0.662 -10.9509:P.P+C.V-0.3S -7.527 -10.016 -1.095 -0.004 1.124 -9.82310:P.P+C.V-SX -5.226 -7.064 -0.035 -0.004 0.044 -11.73111:P.P+C.V-0.3 -2.917 -4.040 0.915 -0.003 -0.937 -12.42712:P.P+C.V+SX -4.622 -6.193 0.065 -0.001 -0.080 -10.33613:P.P+C.V+0. -6.931 -9.217 -0.884 -0.003 0.901 -9.639
6 1:P.P 0.366 0.504 0.000 0.000 0.001 -0.1872:C.V 6.199 8.535 -0.021 0.004 -0.019 -3.7843:SISMO X -1.324 -1.775 -0.469 -0.002 -0.485 3.3014:SISMO Z -3.073 -3.984 -1.340 -0.000 -1.426 10.0625:P.P+C.V 6.565 9.040 -0.020 0.004 -0.019 -3.9716:P.P+C.V+SX+ 3.240 4.552 -0.668 0.001 -0.698 1.7617:P.P+C.V+0.3 2.321 3.393 -1.125 0.002 -1.193 5.3118:P.P+C.V-SX- 6.609 9.008 0.638 0.005 0.670 -7.7189:P.P+C.V-0.3S 7.527 10.167 1.095 0.004 1.165 -11.26810:P.P+C.V-SX 5.226 7.215 0.035 0.004 0.029 -3.19011:P.P+C.V-0.3 2.917 4.191 -0.915 0.003 -0.975 3.82512:P.P+C.V+SX 4.622 6.345 -0.065 0.001 -0.057 -2.76713:P.P+C.V+0. 6.931 9.368 0.884 0.003 0.947 -9.782
6 6 1:P.P 0.151 -0.046 -0.395 -0.001 0.034 -0.0092:C.V 2.139 -1.142 -6.676 0.033 1.026 -0.2243:SISMO X -0.162 -1.192 0.995 -0.064 -0.009 -0.2494:SISMO Z -0.456 -0.461 2.003 -0.029 0.376 -0.1075:P.P+C.V 2.291 -1.188 -7.070 0.031 1.059 -0.2336:P.P+C.V+SX+ 1.494 -1.889 -4.106 -0.031 0.873 -0.3857:P.P+C.V+0.3 1.340 -1.505 -3.577 -0.013 1.075 -0.3118:P.P+C.V-SX- 1.942 0.107 -6.500 0.078 0.716 0.0369:P.P+C.V-0.3S 2.096 -0.278 -7.029 0.059 0.514 -0.03810:P.P+C.V-SX 1.737 -0.101 -5.599 0.065 0.886 -0.01211:P.P+C.V-0.3 1.413 -0.968 -4.025 0.016 1.079 -0.19912:P.P+C.V+SX 1.699 -1.682 -5.007 -0.018 0.703 -0.33713:P.P+C.V+0. 2.023 -0.814 -6.581 0.030 0.510 -0.150
7 1:P.P -0.129 0.046 0.395 0.001 0.045 0.0002:C.V -2.139 1.142 6.676 -0.033 0.309 -0.005
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 9 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 9 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
3:SISMO X 0.162 1.192 -0.995 0.064 -0.190 0.0104:SISMO Z 0.456 0.461 -2.003 0.029 -0.777 0.0155:P.P+C.V -2.268 1.188 7.070 -0.031 0.355 -0.0056:P.P+C.V+SX+ -1.477 1.889 4.106 0.031 -0.052 0.0087:P.P+C.V+0.3 -1.323 1.505 3.577 0.013 -0.359 0.0108:P.P+C.V-SX- -1.925 -0.107 6.500 -0.078 0.584 -0.0159:P.P+C.V-0.3S -2.079 0.278 7.029 -0.059 0.892 -0.01710:P.P+C.V-SX -1.720 0.101 5.599 -0.065 0.234 -0.00811:P.P+C.V-0.3 -1.396 0.968 4.025 -0.016 -0.274 0.00512:P.P+C.V+SX -1.682 1.682 5.007 0.018 0.298 0.00113:P.P+C.V+0. -2.006 0.814 6.581 -0.030 0.806 -0.013
7 8 1:P.P 0.400 -0.046 -0.000 -0.000 0.000 -0.0492:C.V 6.733 -0.588 -0.023 -0.000 0.013 -0.7623:SISMO X -0.986 0.076 0.007 0.001 -0.007 -0.0754:SISMO Z -1.991 0.282 0.054 0.003 -0.022 -0.3465:P.P+C.V 7.133 -0.635 -0.024 -0.000 0.013 -0.8116:P.P+C.V+SX+ 4.162 -0.356 -0.000 0.001 -0.001 -0.7427:P.P+C.V+0.3 3.635 -0.247 0.024 0.002 -0.009 -0.8858:P.P+C.V-SX- 6.538 -0.596 -0.035 -0.001 0.020 -0.4759:P.P+C.V-0.3S 7.065 -0.705 -0.060 -0.002 0.028 -0.33310:P.P+C.V-SX 5.642 -0.469 -0.011 -0.000 0.010 -0.63011:P.P+C.V-0.3 4.079 -0.281 0.021 0.002 -0.006 -0.85112:P.P+C.V+SX 5.058 -0.483 -0.025 -0.000 0.009 -0.58713:P.P+C.V+0. 6.621 -0.671 -0.057 -0.002 0.025 -0.366
67 1:P.P -0.402 0.072 0.000 0.000 0.000 -0.0222:C.V -6.733 0.588 0.023 0.000 0.015 0.0573:SISMO X 0.986 -0.076 -0.007 -0.001 -0.001 0.1664:SISMO Z 1.991 -0.282 -0.054 -0.003 -0.042 0.6845:P.P+C.V -7.136 0.660 0.024 0.000 0.015 0.0356:P.P+C.V+SX+ -4.164 0.374 0.000 -0.001 0.001 0.3047:P.P+C.V+0.3 -3.637 0.266 -0.024 -0.002 -0.020 0.5778:P.P+C.V-SX- -6.539 0.615 0.035 0.001 0.022 -0.2529:P.P+C.V-0.3S -7.067 0.724 0.060 0.002 0.044 -0.52510:P.P+C.V-SX -5.644 0.488 0.011 0.000 0.003 0.05611:P.P+C.V-0.3 -4.081 0.300 -0.021 -0.002 -0.020 0.50212:P.P+C.V+SX -5.060 0.502 0.025 0.000 0.020 -0.00413:P.P+C.V+0. -6.623 0.690 0.057 0.002 0.043 -0.450
8 4 1:P.P 0.156 -0.057 0.395 0.001 -0.179 -0.0372:C.V 0.661 -0.112 6.654 -0.033 -3.441 -0.0763:SISMO X 0.162 -1.436 -0.964 0.009 0.827 -0.9354:SISMO Z 0.456 -0.420 -1.904 -0.018 1.916 -0.2835:P.P+C.V 0.817 -0.170 7.049 -0.032 -3.619 -0.1136:P.P+C.V+SX+ 0.837 -1.299 4.135 -0.022 -1.663 -0.8507:P.P+C.V+0.3 0.991 -0.766 3.642 -0.036 -1.092 -0.508
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 10 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 10 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
8:P.P+C.V-SX- 0.389 1.044 6.438 -0.027 -3.765 0.6809:P.P+C.V-0.3S 0.235 0.511 6.931 -0.012 -4.337 0.33810:P.P+C.V-SX 0.594 0.855 5.581 -0.035 -2.903 0.55211:P.P+C.V-0.3 0.918 -0.119 4.075 -0.040 -1.464 -0.08712:P.P+C.V+SX 0.632 -1.110 4.992 -0.014 -2.525 -0.72213:P.P+C.V+0. 0.308 -0.135 6.498 -0.009 -3.965 -0.083
11 1:P.P -0.083 0.057 -0.395 -0.001 -0.078 -0.0002:C.V -0.661 0.112 -6.654 0.033 -0.885 0.0033:SISMO X -0.162 1.436 0.964 -0.009 -0.200 0.0014:SISMO Z -0.456 0.420 1.904 0.018 -0.678 0.0105:P.P+C.V -0.744 0.170 -7.049 0.032 -0.963 0.0036:P.P+C.V+SX+ -0.782 1.299 -4.135 0.022 -1.025 0.0057:P.P+C.V+0.3 -0.936 0.766 -3.642 0.036 -1.275 0.0108:P.P+C.V-SX- -0.334 -1.044 -6.438 0.027 -0.419 -0.0019:P.P+C.V-0.3S -0.179 -0.511 -6.931 0.012 -0.168 -0.00610:P.P+C.V-SX -0.539 -0.855 -5.581 0.035 -0.724 0.00311:P.P+C.V-0.3 -0.863 0.119 -4.075 0.040 -1.185 0.00912:P.P+C.V+SX -0.577 1.110 -4.992 0.014 -0.720 0.00113:P.P+C.V+0. -0.252 0.135 -6.498 0.009 -0.259 -0.005
9 9 1:P.P 0.396 0.001 0.000 0.000 0.000 -0.0632:C.V 6.685 -0.065 0.007 0.000 -0.001 -0.8413:SISMO X -0.983 0.076 0.001 0.000 -0.001 0.0174:SISMO Z -1.978 0.283 0.008 0.000 -0.006 -0.0065:P.P+C.V 7.081 -0.065 0.007 0.000 -0.001 -0.9046:P.P+C.V+SX+ 4.129 0.072 0.007 0.000 -0.003 -0.6677:P.P+C.V+0.3 3.606 0.181 0.011 0.000 -0.005 -0.6798:P.P+C.V-SX- 6.493 -0.169 0.002 0.000 0.001 -0.6899:P.P+C.V-0.3S 7.016 -0.278 -0.001 -0.000 0.004 -0.67810:P.P+C.V-SX 5.603 -0.042 0.006 0.000 -0.001 -0.69211:P.P+C.V-0.3 4.048 0.147 0.011 0.000 -0.005 -0.68612:P.P+C.V+SX 5.019 -0.055 0.004 0.000 0.000 -0.66413:P.P+C.V+0. 6.573 -0.244 -0.001 -0.000 0.004 -0.670
8 1:P.P -0.398 0.024 -0.000 -0.000 -0.000 0.0492:C.V -6.685 0.065 -0.007 -0.000 -0.007 0.7623:SISMO X 0.983 -0.076 -0.001 -0.000 -0.000 0.0754:SISMO Z 1.978 -0.283 -0.008 -0.000 -0.004 0.3465:P.P+C.V -7.083 0.090 -0.007 -0.000 -0.007 0.8116:P.P+C.V+SX+ -4.130 -0.053 -0.007 -0.000 -0.006 0.7427:P.P+C.V+0.3 -3.608 -0.162 -0.011 -0.000 -0.008 0.8858:P.P+C.V-SX- -6.495 0.188 -0.002 -0.000 -0.004 0.4759:P.P+C.V-0.3S -7.018 0.297 0.001 0.000 -0.002 0.33310:P.P+C.V-SX -5.605 0.061 -0.006 -0.000 -0.006 0.63011:P.P+C.V-0.3 -4.050 -0.128 -0.011 -0.000 -0.008 0.85112:P.P+C.V+SX -5.020 0.074 -0.004 -0.000 -0.005 0.587
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 11 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 11 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
13:P.P+C.V+0. -6.575 0.263 0.001 0.000 -0.003 0.36610 10 1:P.P 0.392 0.048 0.000 0.000 -0.000 -0.021
2:C.V 6.636 0.457 -0.017 0.000 0.017 -0.2923:SISMO X -0.980 0.076 0.013 -0.000 -0.011 0.1084:SISMO Z -1.970 0.284 0.016 -0.001 -0.010 0.3355:P.P+C.V 7.028 0.505 -0.017 0.000 0.017 -0.3136:P.P+C.V+SX+ 4.092 0.500 0.000 -0.000 0.002 -0.0787:P.P+C.V+0.3 3.573 0.609 0.002 -0.000 0.003 0.0418:P.P+C.V-SX- 6.450 0.258 -0.026 0.001 0.023 -0.3929:P.P+C.V-0.3S 6.969 0.149 -0.027 0.001 0.022 -0.51110:P.P+C.V-SX 5.563 0.385 -0.019 0.000 0.019 -0.24111:P.P+C.V-0.3 4.014 0.575 -0.004 -0.000 0.008 -0.00812:P.P+C.V+SX 4.979 0.372 -0.007 0.000 0.006 -0.22913:P.P+C.V+0. 6.528 0.183 -0.022 0.001 0.017 -0.462
9 1:P.P -0.394 -0.023 -0.000 -0.000 -0.000 0.0632:C.V -6.636 -0.457 0.017 -0.000 0.004 0.8413:SISMO X 0.980 -0.076 -0.013 0.000 -0.004 -0.0174:SISMO Z 1.970 -0.284 -0.016 0.001 -0.009 0.0065:P.P+C.V -7.030 -0.480 0.017 -0.000 0.004 0.9046:P.P+C.V+SX+ -4.094 -0.481 -0.000 0.000 -0.002 0.6677:P.P+C.V+0.3 -3.574 -0.590 -0.002 0.000 -0.005 0.6798:P.P+C.V-SX- -6.451 -0.239 0.026 -0.001 0.008 0.6899:P.P+C.V-0.3S -6.971 -0.130 0.027 -0.001 0.011 0.67810:P.P+C.V-SX -5.565 -0.367 0.019 -0.000 0.004 0.69211:P.P+C.V-0.3 -4.016 -0.556 0.004 0.000 -0.003 0.68612:P.P+C.V+SX -4.981 -0.353 0.007 -0.000 0.002 0.66413:P.P+C.V+0. -6.530 -0.164 0.022 -0.001 0.009 0.670
11 11 1:P.P 0.388 0.095 -0.001 0.000 0.000 0.0782:C.V 6.594 0.981 0.046 -0.000 -0.032 0.8853:SISMO X -0.978 0.077 -0.001 -0.001 -0.004 0.2004:SISMO Z -1.955 0.285 0.079 -0.004 -0.070 0.6785:P.P+C.V 6.982 1.076 0.046 -0.000 -0.032 0.9636:P.P+C.V+SX+ 4.063 0.928 0.051 -0.002 -0.042 1.0257:P.P+C.V+0.3 3.550 1.038 0.093 -0.003 -0.077 1.2758:P.P+C.V-SX- 6.409 0.685 0.017 0.002 -0.005 0.4199:P.P+C.V-0.3S 6.923 0.575 -0.024 0.003 0.030 0.16810:P.P+C.V-SX 5.530 0.813 0.053 -0.000 -0.037 0.72411:P.P+C.V-0.3 3.990 1.004 0.094 -0.003 -0.075 1.18512:P.P+C.V+SX 4.943 0.800 0.016 0.000 -0.011 0.72013:P.P+C.V+0. 6.482 0.610 -0.025 0.003 0.028 0.259
10 1:P.P -0.390 -0.070 0.001 -0.000 0.000 0.0212:C.V -6.594 -0.981 -0.046 0.000 -0.024 0.2923:SISMO X 0.978 -0.077 0.001 0.001 0.005 -0.1084:SISMO Z 1.955 -0.285 -0.079 0.004 -0.025 -0.335
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 12 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 12 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
5:P.P+C.V -6.984 -1.050 -0.046 0.000 -0.023 0.3136:P.P+C.V+SX+ -4.065 -0.910 -0.051 0.002 -0.019 0.0787:P.P+C.V+0.3 -3.552 -1.019 -0.093 0.003 -0.035 -0.0418:P.P+C.V-SX- -6.411 -0.666 -0.017 -0.002 -0.016 0.3929:P.P+C.V-0.3S -6.924 -0.557 0.024 -0.003 -0.000 0.51110:P.P+C.V-SX -5.531 -0.795 -0.053 0.000 -0.027 0.24111:P.P+C.V-0.3 -3.992 -0.985 -0.094 0.003 -0.037 0.00812:P.P+C.V+SX -4.944 -0.781 -0.016 -0.000 -0.008 0.22913:P.P+C.V+0. -6.484 -0.591 0.025 -0.003 0.002 0.462
12 4 1:P.P -0.018 0.258 0.000 -0.000 -0.000 0.1932:C.V 2.624 1.912 0.001 0.000 -0.003 7.8663:SISMO X 8.849 -2.304 -0.043 -0.000 0.097 -7.2364:SISMO Z 3.971 -0.733 -0.162 -0.001 0.377 -2.2965:P.P+C.V 2.606 2.171 0.001 0.000 -0.003 8.0606:P.P+C.V+SX+ 9.485 -0.265 -0.068 -0.000 0.155 0.1027:P.P+C.V+0.3 6.924 0.560 -0.130 -0.000 0.302 2.6958:P.P+C.V-SX- -5.575 3.521 0.070 0.000 -0.160 11.9889:P.P+C.V-0.3S -3.014 2.697 0.132 0.001 -0.307 9.39510:P.P+C.V-SX -3.788 3.191 -0.003 0.000 0.010 10.95511:P.P+C.V-0.3 2.942 1.597 -0.111 -0.000 0.259 5.95112:P.P+C.V+SX 7.698 0.065 0.005 0.000 -0.015 1.13513:P.P+C.V+0. 0.968 1.660 0.113 0.000 -0.264 6.139
14 1:P.P 0.018 0.287 -0.000 0.000 -0.001 -0.2742:C.V -2.624 -1.912 -0.001 -0.000 -0.002 2.9393:SISMO X -8.849 2.304 0.043 0.000 0.147 -5.7844:SISMO Z -3.971 0.733 0.162 0.001 0.538 -1.8485:P.P+C.V -2.606 -1.625 -0.001 -0.000 -0.003 2.6656:P.P+C.V+SX+ -9.485 0.674 0.068 0.000 0.229 -2.7567:P.P+C.V+0.3 -6.924 -0.150 0.130 0.000 0.435 -0.6898:P.P+C.V-SX- 5.575 -3.112 -0.070 -0.000 -0.233 6.7529:P.P+C.V-0.3S 3.014 -2.288 -0.132 -0.001 -0.439 4.68610:P.P+C.V-SX 3.788 -2.782 0.003 -0.000 0.009 5.92111:P.P+C.V-0.3 -2.942 -1.187 0.111 0.000 0.369 1.91412:P.P+C.V+SX -7.698 0.344 -0.005 -0.000 -0.013 -1.92413:P.P+C.V+0. -0.968 -1.251 -0.113 -0.000 -0.373 2.083
13 5 1:P.P 0.001 0.271 0.000 0.000 -0.001 0.1442:C.V 0.178 9.147 0.006 -0.000 -0.018 18.6413:SISMO X 0.574 -0.449 -0.066 0.000 0.166 -2.2424:SISMO Z 1.128 -0.187 -0.216 0.000 0.539 -0.8995:P.P+C.V 0.179 9.419 0.006 -0.000 -0.019 18.7856:P.P+C.V+SX+ 0.818 6.685 -0.093 0.000 0.232 12.2057:P.P+C.V+0.3 1.109 6.823 -0.172 0.000 0.428 12.9108:P.P+C.V-SX- -0.550 7.443 0.102 -0.000 -0.260 15.9739:P.P+C.V-0.3S -0.841 7.305 0.181 -0.000 -0.456 15.267
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 13 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 13 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
10:P.P+C.V-SX -0.042 7.359 0.005 -0.000 -0.017 15.56811:P.P+C.V-0.3 0.851 7.025 -0.142 0.000 0.353 13.91912:P.P+C.V+SX 0.311 6.769 0.004 0.000 -0.011 12.60913:P.P+C.V+0. -0.582 7.103 0.152 -0.000 -0.381 14.258
15 1:P.P -0.001 0.323 -0.000 -0.000 -0.001 -0.2892:C.V -0.178 5.853 -0.006 0.000 -0.017 -9.2593:SISMO X -0.574 0.449 0.066 -0.000 0.204 -0.2944:SISMO Z -1.128 0.187 0.216 -0.000 0.679 -0.1565:P.P+C.V -0.179 6.175 -0.006 0.000 -0.018 -9.5486:P.P+C.V+SX+ -0.818 5.010 0.093 -0.000 0.293 -7.4177:P.P+C.V+0.3 -1.109 4.873 0.172 -0.000 0.542 -7.3448:P.P+C.V-SX- 0.550 4.253 -0.102 0.000 -0.319 -6.9059:P.P+C.V-0.3S 0.841 4.390 -0.181 0.000 -0.568 -6.97710:P.P+C.V-SX 0.042 4.337 -0.005 0.000 -0.014 -6.97611:P.P+C.V-0.3 -0.851 4.671 0.142 -0.000 0.450 -7.21212:P.P+C.V+SX -0.311 4.926 -0.004 -0.000 -0.013 -7.34613:P.P+C.V+0. 0.582 4.592 -0.152 0.000 -0.476 -7.110
14 6 1:P.P -0.000 0.268 0.000 0.000 -0.000 0.2312:C.V 1.863 2.961 -0.003 -0.000 0.001 12.9183:SISMO X 7.633 -2.268 -0.060 0.000 0.155 -7.2614:SISMO Z -0.070 -0.592 -0.180 -0.001 0.441 -1.8535:P.P+C.V 1.863 3.229 -0.003 -0.000 0.001 13.1496:P.P+C.V+SX+ 7.106 0.588 -0.087 -0.000 0.216 3.9997:P.P+C.V+0.3 3.062 1.467 -0.150 -0.001 0.366 6.8388:P.P+C.V-SX- -4.312 4.256 0.083 -0.000 -0.215 15.7259:P.P+C.V-0.3S -0.268 3.377 0.146 0.000 -0.365 12.88610:P.P+C.V-SX -4.343 3.990 0.002 -0.000 -0.017 14.89111:P.P+C.V-0.3 -0.373 2.488 -0.124 -0.001 0.296 10.10612:P.P+C.V+SX 7.137 0.854 -0.006 0.000 0.018 4.83313:P.P+C.V+0. 3.167 2.356 0.120 0.000 -0.295 9.618
16 1:P.P 0.000 0.277 -0.000 -0.000 -0.000 -0.2582:C.V -1.863 -2.961 0.003 0.000 0.015 3.8143:SISMO X -7.633 2.268 0.060 -0.000 0.182 -5.5534:SISMO Z 0.070 0.592 0.180 0.001 0.576 -1.4945:P.P+C.V -1.863 -2.684 0.003 0.000 0.014 3.5556:P.P+C.V+SX+ -7.106 -0.179 0.087 0.000 0.277 -1.8347:P.P+C.V+0.3 -3.062 -1.058 0.150 0.001 0.484 0.2978:P.P+C.V-SX- 4.312 -3.847 -0.083 0.000 -0.255 7.1679:P.P+C.V-0.3S 0.268 -2.968 -0.146 -0.000 -0.462 5.03610:P.P+C.V-SX 4.343 -3.581 -0.002 0.000 0.004 6.49511:P.P+C.V-0.3 0.373 -2.079 0.124 0.001 0.402 2.79612:P.P+C.V+SX -7.137 -0.445 0.006 -0.000 0.018 -1.16213:P.P+C.V+0. -3.167 -1.947 -0.120 -0.000 -0.380 2.537
15 7 1:P.P 0.005 0.022 0.000 0.000 -0.000 0.000
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 14 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 14 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
2:C.V -1.871 0.282 -0.000 -0.000 0.000 0.0003:SISMO X 0.976 -0.000 -0.002 0.000 0.005 0.0004:SISMO Z 0.065 -0.000 -0.006 -0.000 0.015 0.0005:P.P+C.V -1.867 0.305 -0.000 -0.000 0.000 0.0006:P.P+C.V+SX+ -0.653 0.228 -0.003 -0.000 0.007 0.0007:P.P+C.V+0.3 -1.131 0.228 -0.005 -0.000 0.012 0.0008:P.P+C.V-SX- -2.147 0.228 0.003 -0.000 -0.007 0.0009:P.P+C.V-0.3S -1.669 0.228 0.005 0.000 -0.012 0.00010:P.P+C.V-SX -2.117 0.228 0.000 -0.000 -0.000 0.00011:P.P+C.V-0.3 -1.571 0.228 -0.004 -0.000 0.010 0.00012:P.P+C.V+SX -0.683 0.228 -0.000 0.000 0.001 0.00013:P.P+C.V+0. -1.229 0.228 0.004 0.000 -0.010 0.000
17 1:P.P -0.005 0.022 -0.000 -0.000 -0.000 0.0002:C.V 1.871 0.283 0.000 0.000 0.001 0.0003:SISMO X -0.976 0.000 0.002 -0.000 0.006 0.0004:SISMO Z -0.065 0.000 0.006 0.000 0.019 0.0005:P.P+C.V 1.867 0.305 0.000 0.000 0.001 0.0006:P.P+C.V+SX+ 0.653 0.228 0.003 0.000 0.009 0.0007:P.P+C.V+0.3 1.131 0.228 0.005 0.000 0.016 0.0008:P.P+C.V-SX- 2.147 0.228 -0.003 0.000 -0.008 0.0009:P.P+C.V-0.3S 1.669 0.228 -0.005 -0.000 -0.015 0.00010:P.P+C.V-SX 2.117 0.228 -0.000 0.000 0.000 0.00011:P.P+C.V-0.3 1.571 0.228 0.004 0.000 0.013 0.00012:P.P+C.V+SX 0.683 0.228 0.000 -0.000 0.001 0.00013:P.P+C.V+0. 1.229 0.228 -0.004 -0.000 -0.012 0.000
16 8 1:P.P 0.000 0.022 0.000 0.000 -0.000 0.0002:C.V 0.000 0.339 0.001 0.000 -0.001 0.0003:SISMO X 0.018 -0.000 -0.001 0.000 0.001 0.0004:SISMO Z 0.096 0.000 -0.003 0.000 0.004 0.0005:P.P+C.V 0.000 0.361 0.001 0.000 -0.001 0.0006:P.P+C.V+SX+ 0.036 0.271 -0.001 0.000 0.001 0.0007:P.P+C.V+0.3 0.076 0.271 -0.002 0.000 0.002 0.0008:P.P+C.V-SX- -0.035 0.271 0.002 0.000 -0.003 0.0009:P.P+C.V-0.3S -0.076 0.271 0.003 0.000 -0.004 0.00010:P.P+C.V-SX 0.008 0.271 0.000 0.000 -0.001 0.00011:P.P+C.V-0.3 0.068 0.271 -0.001 0.000 0.002 0.00012:P.P+C.V+SX -0.007 0.271 0.000 0.000 -0.001 0.00013:P.P+C.V+0. -0.067 0.271 0.002 0.000 -0.004 0.000
18 1:P.P -0.000 0.022 -0.000 -0.000 -0.000 0.0002:C.V -0.000 0.339 -0.001 -0.000 -0.002 0.0003:SISMO X -0.018 0.000 0.001 -0.000 0.004 0.0004:SISMO Z -0.096 -0.000 0.003 -0.000 0.012 0.0005:P.P+C.V -0.000 0.361 -0.001 -0.000 -0.002 0.0006:P.P+C.V+SX+ -0.036 0.271 0.001 -0.000 0.004 0.000
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 15 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 15 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
7:P.P+C.V+0.3 -0.076 0.271 0.002 -0.000 0.008 0.0008:P.P+C.V-SX- 0.035 0.271 -0.002 -0.000 -0.007 0.0009:P.P+C.V-0.3S 0.076 0.271 -0.003 -0.000 -0.011 0.00010:P.P+C.V-SX -0.008 0.271 -0.000 -0.000 -0.002 0.00011:P.P+C.V-0.3 -0.068 0.271 0.001 -0.000 0.006 0.00012:P.P+C.V+SX 0.007 0.271 -0.000 -0.000 -0.001 0.00013:P.P+C.V+0. 0.067 0.271 -0.002 -0.000 -0.010 0.000
17 9 1:P.P -0.000 0.022 -0.000 -0.000 0.000 0.0002:C.V 0.055 0.339 -0.000 0.000 0.001 0.0003:SISMO X -0.024 -0.000 -0.001 0.000 0.000 0.0004:SISMO Z -0.013 -0.000 -0.002 0.000 0.001 0.0005:P.P+C.V 0.054 0.361 -0.000 0.000 0.001 0.0006:P.P+C.V+SX+ 0.020 0.271 -0.001 0.000 0.001 0.0007:P.P+C.V+0.3 0.026 0.271 -0.002 0.000 0.001 0.0008:P.P+C.V-SX- 0.062 0.271 0.001 -0.000 -0.000 0.0009:P.P+C.V-0.3S 0.056 0.271 0.001 -0.000 -0.000 0.00010:P.P+C.V-SX 0.056 0.271 -0.000 0.000 0.000 0.00011:P.P+C.V-0.3 0.037 0.271 -0.001 0.000 0.001 0.00012:P.P+C.V+SX 0.025 0.271 -0.000 -0.000 0.001 0.00013:P.P+C.V+0. 0.045 0.271 0.001 -0.000 -0.000 0.000
19 1:P.P 0.000 0.022 0.000 0.000 -0.000 0.0002:C.V -0.055 0.339 0.000 -0.000 0.001 0.0003:SISMO X 0.024 0.000 0.001 -0.000 0.003 0.0004:SISMO Z 0.013 0.000 0.002 -0.000 0.009 0.0005:P.P+C.V -0.054 0.361 0.000 -0.000 0.001 0.0006:P.P+C.V+SX+ -0.020 0.271 0.001 -0.000 0.005 0.0007:P.P+C.V+0.3 -0.026 0.271 0.002 -0.000 0.008 0.0008:P.P+C.V-SX- -0.062 0.271 -0.001 0.000 -0.003 0.0009:P.P+C.V-0.3S -0.056 0.271 -0.001 0.000 -0.007 0.00010:P.P+C.V-SX -0.056 0.271 0.000 -0.000 0.001 0.00011:P.P+C.V-0.3 -0.037 0.271 0.001 -0.000 0.007 0.00012:P.P+C.V+SX -0.025 0.271 0.000 0.000 0.000 0.00013:P.P+C.V+0. -0.045 0.271 -0.001 0.000 -0.006 0.000
18 10 1:P.P 0.001 0.022 0.000 -0.000 -0.000 0.0002:C.V -0.173 0.339 -0.000 -0.000 0.002 0.0003:SISMO X 0.021 -0.000 -0.001 -0.000 0.001 0.0004:SISMO Z -0.136 -0.000 -0.003 0.000 0.006 0.0005:P.P+C.V -0.172 0.361 -0.000 -0.000 0.002 0.0006:P.P+C.V+SX+ -0.144 0.271 -0.002 -0.000 0.003 0.0007:P.P+C.V+0.3 -0.226 0.271 -0.003 -0.000 0.006 0.0008:P.P+C.V-SX- -0.114 0.271 0.001 -0.000 -0.001 0.0009:P.P+C.V-0.3S -0.032 0.271 0.003 -0.000 -0.004 0.00010:P.P+C.V-SX -0.175 0.271 -0.000 -0.000 0.002 0.00011:P.P+C.V-0.3 -0.236 0.271 -0.003 -0.000 0.006 0.000
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 16 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 16 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
12:P.P+C.V+SX -0.083 0.271 -0.000 -0.000 0.001 0.00013:P.P+C.V+0. -0.022 0.271 0.002 -0.000 -0.003 0.000
20 1:P.P -0.001 0.022 -0.000 0.000 -0.000 0.0002:C.V 0.173 0.339 0.000 0.000 0.000 0.0003:SISMO X -0.021 0.000 0.001 0.000 0.004 0.0004:SISMO Z 0.136 0.000 0.003 -0.000 0.013 0.0005:P.P+C.V 0.172 0.361 0.000 0.000 0.000 0.0006:P.P+C.V+SX+ 0.144 0.271 0.002 0.000 0.006 0.0007:P.P+C.V+0.3 0.226 0.271 0.003 0.000 0.011 0.0008:P.P+C.V-SX- 0.114 0.271 -0.001 0.000 -0.005 0.0009:P.P+C.V-0.3S 0.032 0.271 -0.003 0.000 -0.011 0.00010:P.P+C.V-SX 0.175 0.271 0.000 0.000 0.000 0.00011:P.P+C.V-0.3 0.236 0.271 0.003 0.000 0.009 0.00012:P.P+C.V+SX 0.083 0.271 0.000 0.000 -0.000 0.00013:P.P+C.V+0. 0.022 0.271 -0.002 0.000 -0.009 0.000
19 11 1:P.P 0.023 0.022 -0.000 -0.000 0.000 0.0002:C.V -3.041 0.170 0.000 0.000 -0.000 0.0003:SISMO X 1.495 -0.000 -0.001 -0.000 0.003 0.0004:SISMO Z 0.562 0.000 -0.005 -0.000 0.013 0.0005:P.P+C.V -3.018 0.192 0.000 0.000 -0.000 0.0006:P.P+C.V+SX+ -1.016 0.144 -0.002 -0.000 0.005 0.0007:P.P+C.V+0.3 -1.506 0.144 -0.004 -0.000 0.010 0.0008:P.P+C.V-SX- -3.511 0.144 0.002 0.000 -0.006 0.0009:P.P+C.V-0.3S -3.021 0.144 0.004 0.000 -0.011 0.00010:P.P+C.V-SX -3.258 0.144 -0.000 0.000 0.000 0.00011:P.P+C.V-0.3 -2.179 0.144 -0.004 -0.000 0.009 0.00012:P.P+C.V+SX -1.269 0.144 0.000 -0.000 -0.000 0.00013:P.P+C.V+0. -2.349 0.144 0.004 0.000 -0.009 0.000
21 1:P.P -0.023 0.022 0.000 0.000 0.000 0.0002:C.V 3.041 0.170 -0.000 -0.000 -0.000 0.0003:SISMO X -1.495 0.000 0.001 0.000 0.005 0.0004:SISMO Z -0.562 -0.000 0.005 0.000 0.018 0.0005:P.P+C.V 3.018 0.192 -0.000 -0.000 -0.000 0.0006:P.P+C.V+SX+ 1.016 0.144 0.002 0.000 0.008 0.0007:P.P+C.V+0.3 1.506 0.144 0.004 0.000 0.015 0.0008:P.P+C.V-SX- 3.511 0.144 -0.002 -0.000 -0.008 0.0009:P.P+C.V-0.3S 3.021 0.144 -0.004 -0.000 -0.015 0.00010:P.P+C.V-SX 3.258 0.144 0.000 -0.000 0.000 0.00011:P.P+C.V-0.3 2.179 0.144 0.004 0.000 0.012 0.00012:P.P+C.V+SX 1.269 0.144 -0.000 0.000 -0.000 0.00013:P.P+C.V+0. 2.349 0.144 -0.004 -0.000 -0.013 0.000
20 12 1:P.P 2.195 -0.000 0.034 -0.000 -0.096 -0.0022:C.V 4.750 -0.097 0.451 0.002 -1.311 -0.3223:SISMO X 1.587 2.593 0.572 0.059 -2.333 10.512
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 17 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 17 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
4:SISMO Z 2.971 0.824 1.865 0.189 -7.668 3.3375:P.P+C.V 6.944 -0.098 0.484 0.002 -1.407 -0.3246:P.P+C.V+SX+ 7.067 2.057 1.212 0.088 -4.530 8.3927:P.P+C.V+0.3 7.794 1.128 1.891 0.156 -7.331 4.6258:P.P+C.V-SX- 3.349 -2.203 -0.485 -0.085 2.419 -8.8789:P.P+C.V-0.3S 2.623 -1.274 -1.165 -0.153 5.220 -5.11110:P.P+C.V-SX 4.686 -1.833 0.354 -0.000 -1.031 -7.37611:P.P+C.V-0.3 7.080 -0.039 1.634 0.130 -6.281 -0.10512:P.P+C.V+SX 5.730 1.686 0.372 0.003 -1.080 6.89013:P.P+C.V+0. 3.337 -0.108 -0.907 -0.127 4.170 -0.381
14 1:P.P -1.300 0.000 -0.034 0.000 -0.170 -0.0012:C.V -4.750 0.097 -0.451 -0.002 -2.248 -0.4473:SISMO X -1.587 -2.593 -0.572 -0.059 -2.182 9.9724:SISMO Z -2.971 -0.824 -1.865 -0.189 -7.069 3.1695:P.P+C.V -6.050 0.098 -0.484 -0.002 -2.418 -0.4486:P.P+C.V+SX+ -6.396 -2.057 -1.212 -0.088 -5.041 7.8567:P.P+C.V+0.3 -7.123 -1.128 -1.891 -0.156 -7.607 4.2858:P.P+C.V-SX- -2.679 2.203 0.485 0.085 1.414 -8.5289:P.P+C.V-0.3S -1.952 1.274 1.165 0.153 3.979 -4.95710:P.P+C.V-SX -4.016 1.833 -0.354 0.000 -1.768 -7.10211:P.P+C.V-0.3 -6.409 0.039 -1.634 -0.130 -6.625 -0.20312:P.P+C.V+SX -5.059 -1.686 -0.372 -0.003 -1.860 6.43013:P.P+C.V+0. -2.666 0.108 0.907 0.127 2.998 -0.469
21 13 1:P.P 2.239 -0.001 -0.034 -0.000 0.082 -0.0032:C.V 6.470 -0.226 -0.447 -0.018 1.051 -0.6753:SISMO X 0.093 2.581 0.525 0.051 -2.212 10.4424:SISMO Z -2.462 0.725 1.797 0.182 -7.496 2.9385:P.P+C.V 8.709 -0.226 -0.481 -0.018 1.133 -0.6776:P.P+C.V+SX+ 6.047 1.929 0.437 0.065 -2.496 7.9847:P.P+C.V+0.3 4.706 0.955 1.105 0.134 -5.270 4.0458:P.P+C.V-SX- 7.016 -2.269 -1.158 -0.093 4.195 -9.0019:P.P+C.V-0.3S 8.357 -1.294 -1.826 -0.162 6.970 -5.06110:P.P+C.V-SX 5.908 -1.943 -0.350 -0.011 0.822 -7.67911:P.P+C.V-0.3 4.664 -0.207 0.869 0.111 -4.275 -0.65412:P.P+C.V+SX 7.155 1.603 -0.371 -0.017 0.878 6.66313:P.P+C.V+0. 8.399 -0.133 -1.590 -0.139 5.975 -0.362
16 1:P.P -1.344 0.001 0.034 0.000 0.187 -0.0022:C.V -6.470 0.226 0.447 0.018 2.477 -1.1083:SISMO X -0.093 -2.581 -0.525 -0.051 -1.932 9.9514:SISMO Z 2.462 -0.725 -1.797 -0.182 -6.702 2.7895:P.P+C.V -7.814 0.226 0.481 0.018 2.664 -1.1106:P.P+C.V+SX+ -5.376 -1.929 -0.437 -0.065 -0.959 7.2587:P.P+C.V+0.3 -4.035 -0.955 -1.105 -0.134 -3.464 3.4988:P.P+C.V-SX- -6.345 2.269 1.158 0.093 4.955 -8.923
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 18 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 18 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
9:P.P+C.V-0.3S -7.687 1.294 1.826 0.162 7.459 -5.16310:P.P+C.V-SX -5.237 1.943 0.350 0.011 1.939 -7.66811:P.P+C.V-0.3 -3.993 0.207 -0.869 -0.111 -2.594 -0.98012:P.P+C.V+SX -6.484 -1.603 0.371 0.017 2.056 6.00313:P.P+C.V+0. -7.728 0.133 1.590 0.139 6.590 -0.685
22 14 1:P.P -0.447 0.532 -0.000 -0.000 0.000 0.3692:C.V -5.651 5.758 -0.000 0.001 0.004 5.0843:SISMO X 0.663 0.938 0.049 -0.002 -0.081 1.9644:SISMO Z 2.714 2.506 0.211 -0.001 -0.333 5.9765:P.P+C.V -6.098 6.289 -0.001 0.001 0.005 5.4536:P.P+C.V+SX+ -3.466 5.985 0.084 -0.001 -0.132 6.9087:P.P+C.V+0.3 -2.389 6.807 0.169 -0.000 -0.264 9.0148:P.P+C.V-SX- -5.681 3.450 -0.085 0.002 0.139 1.2729:P.P+C.V-0.3S -6.758 2.627 -0.170 0.001 0.271 -0.83510:P.P+C.V-SX -4.460 4.577 0.010 0.002 -0.010 3.96111:P.P+C.V-0.3 -2.687 6.385 0.147 0.000 -0.228 8.13012:P.P+C.V+SX -4.687 4.857 -0.011 -0.001 0.018 4.21813:P.P+C.V+0. -6.460 3.049 -0.148 0.001 0.235 0.049
15 1:P.P 0.447 -0.240 0.000 0.000 0.000 0.7962:C.V 5.651 -5.758 0.000 -0.001 -0.003 12.3053:SISMO X -0.663 -0.938 -0.049 0.002 -0.066 0.8704:SISMO Z -2.714 -2.506 -0.211 0.001 -0.306 1.5915:P.P+C.V 6.098 -5.998 0.001 -0.001 -0.003 13.1016:P.P+C.V+SX+ 3.466 -5.766 -0.084 0.001 -0.121 10.8367:P.P+C.V+0.3 2.389 -6.589 -0.169 0.000 -0.246 11.2148:P.P+C.V-SX- 5.681 -3.231 0.085 -0.002 0.116 8.8169:P.P+C.V-0.3S 6.758 -2.408 0.170 -0.001 0.242 8.43710:P.P+C.V-SX 4.460 -4.358 -0.010 -0.002 -0.021 9.53111:P.P+C.V-0.3 2.687 -6.167 -0.147 -0.000 -0.217 10.82312:P.P+C.V+SX 4.687 -4.638 0.011 0.001 0.017 10.12013:P.P+C.V+0. 6.460 -2.830 0.148 -0.001 0.212 8.828
23 15 1:P.P -0.447 -0.381 -0.001 0.000 0.000 -0.7962:C.V -5.652 -7.339 -0.058 0.000 0.041 -12.3053:SISMO X 0.602 0.438 0.142 0.002 -0.144 -0.8704:SISMO Z 2.510 2.292 0.371 0.001 -0.373 -1.5915:P.P+C.V -6.099 -7.719 -0.058 0.000 0.041 -13.1016:P.P+C.V+SX+ -3.557 -4.945 0.147 0.002 -0.161 -10.8367:P.P+C.V+0.3 -2.556 -3.972 0.267 0.001 -0.281 -11.2158:P.P+C.V-SX- -5.591 -6.633 -0.234 -0.002 0.223 -8.8159:P.P+C.V-0.3S -6.592 -7.607 -0.354 -0.001 0.343 -8.43710:P.P+C.V-SX -4.461 -5.602 -0.067 -0.001 0.055 -9.53111:P.P+C.V-0.3 -2.827 -4.169 0.203 0.000 -0.216 -10.82312:P.P+C.V+SX -4.687 -5.977 -0.021 0.002 0.007 -10.12013:P.P+C.V+0. -6.321 -7.410 -0.290 0.000 0.279 -8.828
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 19 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 19 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
16 1:P.P 0.447 0.582 0.001 -0.000 0.001 -0.2102:C.V 5.652 7.339 0.058 -0.000 0.080 -3.0333:SISMO X -0.602 -0.438 -0.142 -0.002 -0.154 1.7854:SISMO Z -2.510 -2.292 -0.371 -0.001 -0.403 6.3815:P.P+C.V 6.099 7.921 0.058 -0.000 0.081 -3.2436:P.P+C.V+SX+ 3.557 5.097 -0.147 -0.002 -0.146 0.3427:P.P+C.V+0.3 2.556 4.123 -0.267 -0.001 -0.276 2.7558:P.P+C.V-SX- 5.591 6.785 0.234 0.002 0.267 -5.2079:P.P+C.V-0.3S 6.592 7.758 0.354 0.001 0.398 -7.62010:P.P+C.V-SX 4.461 5.753 0.067 0.001 0.086 -2.33511:P.P+C.V-0.3 2.827 4.320 -0.203 -0.000 -0.207 1.95212:P.P+C.V+SX 4.687 6.128 0.021 -0.002 0.036 -2.53013:P.P+C.V+0. 6.321 7.561 0.290 -0.000 0.328 -6.817
24 16 1:P.P 0.211 0.003 -0.481 -0.000 0.023 0.0012:C.V 2.597 -2.668 -6.098 -0.126 0.557 -0.5463:SISMO X -0.072 0.690 0.139 0.028 0.148 0.1394:SISMO Z -0.279 0.205 1.026 0.025 0.321 0.0395:P.P+C.V 2.808 -2.664 -6.579 -0.126 0.580 -0.5456:P.P+C.V+SX+ 1.989 -1.435 -4.600 -0.068 0.618 -0.2957:P.P+C.V+0.3 1.880 -1.690 -4.134 -0.070 0.709 -0.3488:P.P+C.V-SX- 2.223 -2.562 -5.269 -0.121 0.252 -0.5229:P.P+C.V-0.3S 2.331 -2.307 -5.735 -0.119 0.161 -0.47010:P.P+C.V-SX 2.097 -2.470 -4.808 -0.110 0.397 -0.50411:P.P+C.V-0.3 1.913 -2.000 -4.196 -0.083 0.643 -0.41012:P.P+C.V+SX 2.114 -1.527 -5.061 -0.080 0.473 -0.31313:P.P+C.V+0. 2.299 -1.997 -5.673 -0.107 0.227 -0.407
17 1:P.P -0.188 -0.003 0.481 0.000 0.073 0.0002:C.V -2.597 2.668 6.098 0.126 0.663 0.0123:SISMO X 0.072 -0.690 -0.139 -0.028 -0.175 -0.0014:SISMO Z 0.279 -0.205 -1.026 -0.025 -0.527 0.0015:P.P+C.V -2.785 2.664 6.579 0.126 0.736 0.0126:P.P+C.V+SX+ -1.972 1.435 4.600 0.068 0.302 0.0087:P.P+C.V+0.3 -1.863 1.690 4.134 0.070 0.118 0.0108:P.P+C.V-SX- -2.206 2.562 5.269 0.121 0.802 0.0109:P.P+C.V-0.3S -2.314 2.307 5.735 0.119 0.986 0.00810:P.P+C.V-SX -2.080 2.470 4.808 0.110 0.565 0.01011:P.P+C.V-0.3 -1.896 2.000 4.196 0.083 0.196 0.01012:P.P+C.V+SX -2.097 1.527 5.061 0.080 0.539 0.00813:P.P+C.V+0. -2.282 1.997 5.673 0.107 0.907 0.008
25 18 1:P.P 0.490 -0.076 -0.000 -0.000 0.000 -0.0662:C.V 6.193 -0.814 -0.044 -0.000 0.012 -0.8053:SISMO X -0.140 0.060 0.016 0.000 -0.005 -0.0834:SISMO Z -1.036 0.189 0.026 0.001 -0.009 -0.2385:P.P+C.V 6.683 -0.890 -0.045 -0.000 0.012 -0.871
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 20 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 20 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
6:P.P+C.V+SX+ 4.674 -0.580 -0.016 0.000 0.003 -0.7707:P.P+C.V+0.3 4.204 -0.512 -0.011 0.001 0.001 -0.8518:P.P+C.V-SX- 5.350 -0.755 -0.051 -0.001 0.015 -0.5379:P.P+C.V-0.3S 5.820 -0.822 -0.056 -0.001 0.017 -0.45610:P.P+C.V-SX 4.884 -0.670 -0.039 -0.000 0.011 -0.64511:P.P+C.V-0.3 4.267 -0.539 -0.018 0.000 0.004 -0.81312:P.P+C.V+SX 5.140 -0.665 -0.027 -0.000 0.007 -0.66213:P.P+C.V+0. 5.757 -0.795 -0.049 -0.001 0.014 -0.494
68 1:P.P -0.492 0.101 0.000 0.000 0.000 -0.0402:C.V -6.193 0.814 0.044 0.000 0.041 -0.1723:SISMO X 0.140 -0.060 -0.016 -0.000 -0.014 0.1564:SISMO Z 1.036 -0.189 -0.026 -0.001 -0.022 0.4645:P.P+C.V -6.685 0.915 0.045 0.000 0.041 -0.2116:P.P+C.V+SX+ -4.676 0.599 0.016 -0.000 0.016 0.0637:P.P+C.V+0.3 -4.205 0.531 0.011 -0.001 0.011 0.2258:P.P+C.V-SX- -5.352 0.774 0.051 0.001 0.046 -0.3809:P.P+C.V-0.3S -5.822 0.841 0.056 0.001 0.051 -0.54210:P.P+C.V-SX -4.886 0.689 0.039 0.000 0.036 -0.17111:P.P+C.V-0.3 -4.268 0.558 0.018 -0.000 0.017 0.15512:P.P+C.V+SX -5.142 0.684 0.027 0.000 0.026 -0.14713:P.P+C.V+0. -5.759 0.814 0.049 0.001 0.044 -0.472
26 14 1:P.P 0.208 0.021 0.481 0.000 -0.199 0.0142:C.V 1.019 -2.998 6.098 0.010 -2.836 -1.9483:SISMO X 0.072 0.944 -0.130 -0.004 0.218 0.6124:SISMO Z 0.279 0.301 -1.001 -0.002 1.093 0.1935:P.P+C.V 1.227 -2.977 6.580 0.010 -3.035 -1.9346:P.P+C.V+SX+ 1.037 -1.457 4.612 0.004 -1.867 -0.9487:P.P+C.V+0.3 1.145 -1.795 4.155 0.005 -1.407 -1.1688:P.P+C.V-SX- 0.803 -3.008 5.258 0.010 -2.686 -1.9539:P.P+C.V-0.3S 0.695 -2.671 5.715 0.010 -3.146 -1.73310:P.P+C.V-SX 0.929 -2.873 4.807 0.010 -2.194 -1.86611:P.P+C.V-0.3 1.113 -2.219 4.213 0.007 -1.505 -1.44412:P.P+C.V+SX 0.911 -1.593 5.062 0.005 -2.359 -1.03513:P.P+C.V+0. 0.727 -2.246 5.656 0.008 -3.047 -1.457
21 1:P.P -0.134 -0.021 -0.481 -0.000 -0.113 -0.0002:C.V -1.019 2.998 -6.098 -0.010 -1.128 -0.0013:SISMO X -0.072 -0.944 0.130 0.004 -0.134 0.0014:SISMO Z -0.279 -0.301 1.001 0.002 -0.443 0.0035:P.P+C.V -1.153 2.977 -6.580 -0.010 -1.241 -0.0016:P.P+C.V+SX+ -0.982 1.457 -4.612 -0.004 -1.131 0.0017:P.P+C.V+0.3 -1.090 1.795 -4.155 -0.005 -1.293 0.0028:P.P+C.V-SX- -0.748 3.008 -5.258 -0.010 -0.731 -0.0029:P.P+C.V-0.3S -0.640 2.671 -5.715 -0.010 -0.569 -0.00310:P.P+C.V-SX -0.873 2.873 -4.807 -0.010 -0.931 -0.001
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 21 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 21 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
11:P.P+C.V-0.3 -1.058 2.219 -4.213 -0.007 -1.233 0.00112:P.P+C.V+SX -0.856 1.593 -5.062 -0.005 -0.932 -0.00113:P.P+C.V+0. -0.672 2.246 -5.656 -0.008 -0.629 -0.003
27 19 1:P.P 0.484 -0.007 -0.000 -0.000 -0.000 -0.0902:C.V 6.134 -0.138 0.006 0.000 0.001 -0.9713:SISMO X -0.139 0.060 -0.001 0.000 -0.001 -0.0114:SISMO Z -1.033 0.189 0.002 0.000 -0.002 -0.0115:P.P+C.V 6.617 -0.145 0.006 0.000 0.001 -1.0616:P.P+C.V+SX+ 4.626 -0.021 0.004 0.000 -0.000 -0.8067:P.P+C.V+0.3 4.157 0.046 0.006 0.000 -0.001 -0.8078:P.P+C.V-SX- 5.299 -0.197 0.005 0.000 0.002 -0.7859:P.P+C.V-0.3S 5.769 -0.264 0.004 -0.000 0.002 -0.78410:P.P+C.V-SX 4.835 -0.112 0.006 0.000 0.001 -0.79011:P.P+C.V-0.3 4.220 0.019 0.006 0.000 -0.001 -0.80112:P.P+C.V+SX 5.091 -0.106 0.003 0.000 0.001 -0.80113:P.P+C.V+0. 5.706 -0.237 0.003 -0.000 0.002 -0.789
18 1:P.P -0.486 0.032 0.000 0.000 0.000 0.0662:C.V -6.134 0.138 -0.006 -0.000 -0.008 0.8053:SISMO X 0.139 -0.060 0.001 -0.000 0.002 0.0834:SISMO Z 1.033 -0.189 -0.002 -0.000 -0.000 0.2385:P.P+C.V -6.619 0.170 -0.006 -0.000 -0.008 0.8716:P.P+C.V+SX+ -4.628 0.040 -0.004 -0.000 -0.005 0.7707:P.P+C.V+0.3 -4.159 -0.028 -0.006 -0.000 -0.006 0.8518:P.P+C.V-SX- -5.301 0.215 -0.005 -0.000 -0.008 0.5379:P.P+C.V-0.3S -5.770 0.283 -0.004 0.000 -0.006 0.45610:P.P+C.V-SX -4.836 0.130 -0.006 -0.000 -0.008 0.64511:P.P+C.V-0.3 -4.221 -0.000 -0.006 -0.000 -0.007 0.81312:P.P+C.V+SX -5.093 0.125 -0.003 -0.000 -0.004 0.66213:P.P+C.V+0. -5.708 0.256 -0.003 0.000 -0.005 0.494
28 20 1:P.P 0.477 0.063 0.000 -0.000 -0.000 -0.0302:C.V 6.074 0.537 0.007 -0.000 -0.007 -0.3273:SISMO X -0.138 0.060 -0.000 -0.000 0.001 0.0614:SISMO Z -1.030 0.189 0.006 -0.000 -0.004 0.2165:P.P+C.V 6.552 0.599 0.007 -0.000 -0.007 -0.3566:P.P+C.V+SX+ 4.578 0.537 0.007 -0.000 -0.005 -0.1737:P.P+C.V+0.3 4.110 0.605 0.010 -0.000 -0.008 -0.0928:P.P+C.V-SX- 5.249 0.362 0.004 0.000 -0.005 -0.3629:P.P+C.V-0.3S 5.718 0.294 0.001 0.000 -0.002 -0.44310:P.P+C.V-SX 4.786 0.447 0.007 -0.000 -0.007 -0.26511:P.P+C.V-0.3 4.172 0.578 0.010 -0.000 -0.008 -0.11912:P.P+C.V+SX 5.042 0.452 0.004 -0.000 -0.003 -0.27013:P.P+C.V+0. 5.655 0.321 0.001 0.000 -0.002 -0.415
19 1:P.P -0.480 -0.037 -0.000 0.000 0.000 0.0902:C.V -6.074 -0.537 -0.007 0.000 -0.002 0.971
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 22 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 22 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
3:SISMO X 0.138 -0.060 0.000 0.000 -0.000 0.0114:SISMO Z 1.030 -0.189 -0.006 0.000 -0.003 0.0115:P.P+C.V -6.554 -0.574 -0.007 0.000 -0.002 1.0616:P.P+C.V+SX+ -4.580 -0.518 -0.007 0.000 -0.003 0.8067:P.P+C.V+0.3 -4.112 -0.586 -0.010 0.000 -0.004 0.8078:P.P+C.V-SX- -5.251 -0.343 -0.004 -0.000 -0.000 0.7859:P.P+C.V-0.3S -5.719 -0.275 -0.001 -0.000 0.001 0.78410:P.P+C.V-SX -4.787 -0.428 -0.007 0.000 -0.002 0.79011:P.P+C.V-0.3 -4.174 -0.559 -0.010 0.000 -0.004 0.80112:P.P+C.V+SX -5.043 -0.433 -0.004 0.000 -0.001 0.80113:P.P+C.V+0. -5.657 -0.302 -0.001 -0.000 0.001 0.789
29 21 1:P.P 0.471 0.132 -0.000 0.000 0.000 0.1132:C.V 6.015 1.212 -0.015 0.000 0.010 1.1283:SISMO X -0.138 0.060 0.011 -0.000 -0.009 0.1344:SISMO Z -1.027 0.189 0.022 -0.001 -0.020 0.4435:P.P+C.V 6.487 1.344 -0.015 0.000 0.010 1.2416:P.P+C.V+SX+ 4.531 1.096 0.002 -0.001 -0.003 1.1317:P.P+C.V+0.3 4.064 1.164 0.008 -0.001 -0.009 1.2938:P.P+C.V-SX- 5.199 0.920 -0.024 0.001 0.019 0.7319:P.P+C.V-0.3S 5.666 0.852 -0.030 0.001 0.024 0.56910:P.P+C.V-SX 4.737 1.005 -0.014 0.000 0.010 0.93111:P.P+C.V-0.3 4.126 1.137 0.003 -0.001 -0.005 1.23312:P.P+C.V+SX 4.993 1.011 -0.008 0.000 0.006 0.93213:P.P+C.V+0. 5.604 0.880 -0.025 0.001 0.021 0.629
20 1:P.P -0.474 -0.107 0.000 -0.000 0.000 0.0302:C.V -6.015 -1.212 0.015 -0.000 0.007 0.3273:SISMO X 0.138 -0.060 -0.011 0.000 -0.004 -0.0614:SISMO Z 1.027 -0.189 -0.022 0.001 -0.007 -0.2165:P.P+C.V -6.489 -1.319 0.015 -0.000 0.007 0.3566:P.P+C.V+SX+ -4.532 -1.077 -0.002 0.001 0.001 0.1737:P.P+C.V+0.3 -4.066 -1.145 -0.008 0.001 -0.000 0.0928:P.P+C.V-SX- -5.201 -0.901 0.024 -0.001 0.010 0.3629:P.P+C.V-0.3S -5.668 -0.834 0.030 -0.001 0.011 0.44310:P.P+C.V-SX -4.739 -0.987 0.014 -0.000 0.007 0.26511:P.P+C.V-0.3 -4.128 -1.118 -0.003 0.001 0.002 0.11912:P.P+C.V+SX -4.994 -0.992 0.008 -0.000 0.004 0.27013:P.P+C.V+0. -5.606 -0.861 0.025 -0.001 0.010 0.415
30 14 1:P.P 0.003 0.274 0.000 0.000 -0.000 0.2612:C.V -0.277 -0.115 0.004 -0.000 -0.010 -0.5443:SISMO X 7.248 -1.728 -0.004 0.000 -0.003 -4.7994:SISMO Z 3.660 -0.546 -0.010 -0.000 -0.015 -1.5135:P.P+C.V -0.273 0.159 0.004 -0.000 -0.010 -0.2836:P.P+C.V+SX+ 6.055 -1.299 -0.002 -0.000 -0.014 -4.1527:P.P+C.V+0.3 4.171 -0.679 -0.006 -0.000 -0.020 -2.427
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 23 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 23 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
8:P.P+C.V-SX- -6.465 1.538 0.008 -0.000 -0.002 3.7279:P.P+C.V-0.3S -4.581 0.918 0.011 -0.000 0.004 2.00210:P.P+C.V-SX -4.818 1.292 0.004 -0.000 -0.009 3.04611:P.P+C.V-0.3 0.909 0.098 -0.004 -0.000 -0.018 -0.26812:P.P+C.V+SX 4.408 -1.054 0.002 -0.000 -0.007 -3.47113:P.P+C.V+0. -1.319 0.140 0.009 -0.000 0.003 -0.157
24 1:P.P -0.003 0.271 -0.000 -0.000 -0.000 -0.2542:C.V 0.277 0.115 -0.004 0.000 -0.011 -0.1043:SISMO X -7.248 1.728 0.004 -0.000 0.026 -4.9644:SISMO Z -3.660 0.546 0.010 0.000 0.072 -1.5745:P.P+C.V 0.273 0.386 -0.004 0.000 -0.011 -0.3596:P.P+C.V+SX+ -6.055 1.709 0.002 0.000 0.028 -4.3467:P.P+C.V+0.3 -4.171 1.088 0.006 0.000 0.052 -2.5668:P.P+C.V-SX- 6.465 -1.129 -0.008 0.000 -0.044 3.8089:P.P+C.V-0.3S 4.581 -0.509 -0.011 0.000 -0.068 2.02810:P.P+C.V-SX 4.818 -0.883 -0.004 0.000 -0.012 3.10011:P.P+C.V-0.3 -0.909 0.311 0.004 0.000 0.040 -0.33312:P.P+C.V+SX -4.408 1.463 -0.002 0.000 -0.005 -3.63713:P.P+C.V+0. 1.319 0.269 -0.009 0.000 -0.056 -0.205
31 15 1:P.P 0.001 0.298 0.000 -0.000 -0.000 0.2892:C.V 0.120 7.244 0.007 0.000 -0.021 9.2603:SISMO X 0.667 0.052 -0.005 -0.000 0.006 0.2904:SISMO Z 1.288 0.027 -0.012 0.000 0.000 0.1555:P.P+C.V 0.121 7.542 0.007 0.000 -0.021 9.5486:P.P+C.V+SX+ 0.881 5.701 -0.001 0.000 -0.011 7.4147:P.P+C.V+0.3 1.207 5.688 -0.005 0.000 -0.014 7.3438:P.P+C.V-SX- -0.699 5.612 0.012 0.000 -0.020 6.9099:P.P+C.V-0.3S -1.025 5.625 0.015 0.000 -0.017 6.98010:P.P+C.V-SX -0.120 5.624 0.006 0.000 -0.020 6.97911:P.P+C.V-0.3 0.906 5.665 -0.002 0.000 -0.017 7.21212:P.P+C.V+SX 0.302 5.689 0.004 0.000 -0.012 7.34413:P.P+C.V+0. -0.725 5.648 0.013 0.000 -0.015 7.110
25 1:P.P -0.001 0.296 -0.000 0.000 -0.000 -0.2822:C.V -0.120 7.756 -0.007 -0.000 -0.018 -10.6333:SISMO X -0.667 -0.052 0.005 0.000 0.022 0.0024:SISMO Z -1.288 -0.027 0.012 -0.000 0.065 -0.0035:P.P+C.V -0.121 8.052 -0.007 -0.000 -0.019 -10.9146:P.P+C.V+SX+ -0.881 5.994 0.001 -0.000 0.017 -8.1857:P.P+C.V+0.3 -1.207 6.007 0.005 -0.000 0.040 -8.1888:P.P+C.V-SX- 0.699 6.084 -0.012 -0.000 -0.045 -8.1879:P.P+C.V-0.3S 1.025 6.071 -0.015 -0.000 -0.068 -8.18410:P.P+C.V-SX 0.120 6.072 -0.006 -0.000 -0.016 -8.18811:P.P+C.V-0.3 -0.906 6.030 0.002 -0.000 0.030 -8.18812:P.P+C.V+SX -0.302 6.006 -0.004 -0.000 -0.012 -8.184
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 24 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 24 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
13:P.P+C.V+0. 0.725 6.048 -0.013 -0.000 -0.058 -8.18332 16 1:P.P 0.004 0.274 0.000 -0.000 -0.000 0.260
2:C.V -0.521 -0.504 -0.003 0.000 0.013 -2.1603:SISMO X 5.599 -1.665 -0.001 -0.000 -0.005 -4.5364:SISMO Z -0.962 -0.484 -0.008 -0.000 -0.015 -1.3345:P.P+C.V -0.517 -0.231 -0.003 0.000 0.013 -1.9006:P.P+C.V+SX+ 3.595 -1.531 -0.005 0.000 0.003 -5.1277:P.P+C.V+0.3 0.151 -0.911 -0.008 0.000 -0.003 -3.4468:P.P+C.V-SX- -4.371 1.185 0.001 0.000 0.016 2.2779:P.P+C.V-0.3S -0.926 0.565 0.004 0.000 0.022 0.59610:P.P+C.V-SX -4.804 0.967 -0.003 0.000 0.010 1.67711:P.P+C.V-0.3 -2.369 -0.161 -0.008 0.000 -0.001 -1.40512:P.P+C.V+SX 4.028 -1.313 -0.001 0.000 0.010 -4.52713:P.P+C.V+0. 1.593 -0.185 0.004 0.000 0.020 -1.445
26 1:P.P -0.004 0.272 -0.000 0.000 -0.000 -0.2542:C.V 0.521 0.504 0.003 -0.000 0.003 -0.6903:SISMO X -5.599 1.665 0.001 0.000 0.013 -4.8744:SISMO Z 0.962 0.484 0.008 0.000 0.061 -1.4015:P.P+C.V 0.517 0.776 0.003 -0.000 0.002 -0.9446:P.P+C.V+SX+ -3.595 1.940 0.005 -0.000 0.025 -4.6787:P.P+C.V+0.3 -0.151 1.320 0.008 -0.000 0.051 -2.8558:P.P+C.V-SX- 4.371 -0.776 -0.001 -0.000 -0.021 3.2639:P.P+C.V-0.3S 0.926 -0.156 -0.004 -0.000 -0.047 1.44010:P.P+C.V-SX 4.804 -0.558 0.003 -0.000 0.006 2.63311:P.P+C.V-0.3 2.369 0.570 0.008 -0.000 0.045 -0.66212:P.P+C.V+SX -4.028 1.722 0.001 -0.000 -0.003 -4.04813:P.P+C.V+0. -1.593 0.594 -0.004 -0.000 -0.041 -0.754
33 17 1:P.P 0.000 0.022 -0.000 -0.000 0.000 0.0002:C.V 0.249 0.282 -0.000 0.000 0.000 0.0003:SISMO X 0.386 0.000 -0.000 -0.000 -0.000 0.0004:SISMO Z -0.091 -0.000 -0.000 -0.000 -0.000 0.0005:P.P+C.V 0.249 0.305 -0.000 0.000 0.000 0.0006:P.P+C.V+SX+ 0.456 0.228 -0.000 0.000 0.000 0.0007:P.P+C.V+0.3 0.205 0.228 -0.000 0.000 -0.000 0.0008:P.P+C.V-SX- -0.082 0.228 0.000 0.000 0.001 0.0009:P.P+C.V-0.3S 0.169 0.228 0.000 0.000 0.001 0.00010:P.P+C.V-SX -0.123 0.228 -0.000 0.000 0.000 0.00011:P.P+C.V-0.3 0.031 0.228 -0.000 0.000 0.000 0.00012:P.P+C.V+SX 0.497 0.228 -0.000 0.000 0.000 0.00013:P.P+C.V+0. 0.342 0.228 0.000 0.000 0.001 0.000
27 1:P.P -0.000 0.022 0.000 0.000 -0.000 0.0002:C.V -0.249 0.283 0.000 -0.000 0.000 0.0003:SISMO X -0.386 -0.000 0.000 0.000 0.000 0.0004:SISMO Z 0.091 0.000 0.000 0.000 0.002 0.000
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 25 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 25 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
5:P.P+C.V -0.249 0.305 0.000 -0.000 0.000 0.0006:P.P+C.V+SX+ -0.456 0.228 0.000 -0.000 0.001 0.0007:P.P+C.V+0.3 -0.205 0.228 0.000 -0.000 0.002 0.0008:P.P+C.V-SX- 0.082 0.228 -0.000 -0.000 -0.001 0.0009:P.P+C.V-0.3S -0.169 0.228 -0.000 -0.000 -0.002 0.00010:P.P+C.V-SX 0.123 0.228 0.000 -0.000 0.000 0.00011:P.P+C.V-0.3 -0.031 0.228 0.000 -0.000 0.001 0.00012:P.P+C.V+SX -0.497 0.228 0.000 -0.000 -0.000 0.00013:P.P+C.V+0. -0.342 0.228 -0.000 -0.000 -0.001 0.000
34 18 1:P.P -0.000 0.022 -0.000 -0.000 0.000 0.0002:C.V -0.050 0.339 0.001 0.000 -0.002 0.0003:SISMO X 0.036 0.000 -0.000 -0.000 -0.000 0.0004:SISMO Z 0.120 0.000 0.000 -0.000 -0.003 0.0005:P.P+C.V -0.050 0.361 0.001 0.000 -0.002 0.0006:P.P+C.V+SX+ 0.016 0.271 0.000 0.000 -0.002 0.0007:P.P+C.V+0.3 0.060 0.271 0.001 0.000 -0.004 0.0008:P.P+C.V-SX- -0.091 0.271 0.000 0.000 -0.001 0.0009:P.P+C.V-0.3S -0.135 0.271 0.000 0.000 0.001 0.00010:P.P+C.V-SX -0.037 0.271 0.001 0.000 -0.002 0.00011:P.P+C.V-0.3 0.044 0.271 0.001 0.000 -0.004 0.00012:P.P+C.V+SX -0.038 0.271 0.000 0.000 -0.001 0.00013:P.P+C.V+0. -0.119 0.271 0.000 0.000 0.001 0.000
28 1:P.P 0.000 0.022 0.000 0.000 -0.000 0.0002:C.V 0.050 0.339 -0.001 -0.000 -0.001 0.0003:SISMO X -0.036 -0.000 0.000 0.000 0.001 0.0004:SISMO Z -0.120 -0.000 -0.000 0.000 0.001 0.0005:P.P+C.V 0.050 0.361 -0.001 -0.000 -0.001 0.0006:P.P+C.V+SX+ -0.016 0.271 -0.000 -0.000 -0.000 0.0007:P.P+C.V+0.3 -0.060 0.271 -0.001 -0.000 0.000 0.0008:P.P+C.V-SX- 0.091 0.271 -0.000 -0.000 -0.002 0.0009:P.P+C.V-0.3S 0.135 0.271 -0.000 -0.000 -0.002 0.00010:P.P+C.V-SX 0.037 0.271 -0.001 -0.000 -0.001 0.00011:P.P+C.V-0.3 -0.044 0.271 -0.001 -0.000 -0.000 0.00012:P.P+C.V+SX 0.038 0.271 -0.000 -0.000 -0.001 0.00013:P.P+C.V+0. 0.119 0.271 -0.000 -0.000 -0.002 0.000
35 19 1:P.P -0.000 0.022 -0.000 0.000 0.000 0.0002:C.V 0.054 0.339 -0.000 -0.000 0.001 0.0003:SISMO X -0.025 0.000 0.000 0.000 -0.001 0.0004:SISMO Z -0.017 0.000 0.001 0.000 -0.004 0.0005:P.P+C.V 0.053 0.361 -0.000 -0.000 0.001 0.0006:P.P+C.V+SX+ 0.017 0.271 0.000 -0.000 -0.002 0.0007:P.P+C.V+0.3 0.021 0.271 0.000 -0.000 -0.003 0.0008:P.P+C.V-SX- 0.063 0.271 -0.000 -0.000 0.002 0.0009:P.P+C.V-0.3S 0.058 0.271 -0.001 -0.000 0.004 0.000
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 26 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 26 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
10:P.P+C.V-SX 0.055 0.271 -0.000 -0.000 0.001 0.00011:P.P+C.V-0.3 0.033 0.271 0.000 -0.000 -0.002 0.00012:P.P+C.V+SX 0.025 0.271 -0.000 -0.000 0.000 0.00013:P.P+C.V+0. 0.047 0.271 -0.000 -0.000 0.003 0.000
29 1:P.P 0.000 0.022 0.000 -0.000 0.000 0.0002:C.V -0.054 0.339 0.000 0.000 0.000 0.0003:SISMO X 0.025 -0.000 -0.000 -0.000 -0.000 0.0004:SISMO Z 0.017 -0.000 -0.001 -0.000 0.001 0.0005:P.P+C.V -0.053 0.361 0.000 0.000 0.000 0.0006:P.P+C.V+SX+ -0.017 0.271 -0.000 0.000 0.000 0.0007:P.P+C.V+0.3 -0.021 0.271 -0.000 0.000 0.001 0.0008:P.P+C.V-SX- -0.063 0.271 0.000 0.000 0.000 0.0009:P.P+C.V-0.3S -0.058 0.271 0.001 0.000 -0.000 0.00010:P.P+C.V-SX -0.055 0.271 0.000 0.000 0.000 0.00011:P.P+C.V-0.3 -0.033 0.271 -0.000 0.000 0.001 0.00012:P.P+C.V+SX -0.025 0.271 0.000 0.000 -0.000 0.00013:P.P+C.V+0. -0.047 0.271 0.000 0.000 -0.001 0.000
36 20 1:P.P 0.001 0.022 0.000 0.000 -0.000 0.0002:C.V -0.151 0.339 0.000 -0.000 -0.001 0.0003:SISMO X 0.010 0.000 -0.000 0.000 -0.000 0.0004:SISMO Z -0.152 0.000 0.000 0.000 -0.003 0.0005:P.P+C.V -0.150 0.361 0.000 -0.000 -0.001 0.0006:P.P+C.V+SX+ -0.139 0.271 0.000 -0.000 -0.002 0.0007:P.P+C.V+0.3 -0.224 0.271 0.000 -0.000 -0.003 0.0008:P.P+C.V-SX- -0.086 0.271 0.000 -0.000 0.000 0.0009:P.P+C.V-0.3S -0.001 0.271 0.000 -0.000 0.001 0.00010:P.P+C.V-SX -0.154 0.271 0.000 -0.000 -0.001 0.00011:P.P+C.V-0.3 -0.229 0.271 0.000 -0.000 -0.003 0.00012:P.P+C.V+SX -0.071 0.271 0.000 -0.000 -0.000 0.00013:P.P+C.V+0. 0.004 0.271 0.000 -0.000 0.001 0.000
30 1:P.P -0.001 0.022 -0.000 -0.000 -0.000 0.0002:C.V 0.151 0.339 -0.000 0.000 -0.001 0.0003:SISMO X -0.010 -0.000 0.000 -0.000 0.001 0.0004:SISMO Z 0.152 -0.000 -0.000 -0.000 0.001 0.0005:P.P+C.V 0.150 0.361 -0.000 0.000 -0.001 0.0006:P.P+C.V+SX+ 0.139 0.271 -0.000 0.000 0.000 0.0007:P.P+C.V+0.3 0.224 0.271 -0.000 0.000 0.000 0.0008:P.P+C.V-SX- 0.086 0.271 -0.000 0.000 -0.002 0.0009:P.P+C.V-0.3S 0.001 0.271 -0.000 0.000 -0.002 0.00010:P.P+C.V-SX 0.154 0.271 -0.000 0.000 -0.001 0.00011:P.P+C.V-0.3 0.229 0.271 -0.000 0.000 0.000 0.00012:P.P+C.V+SX 0.071 0.271 -0.000 0.000 -0.000 0.00013:P.P+C.V+0. -0.004 0.271 -0.000 0.000 -0.001 0.000
37 21 1:P.P 0.001 0.022 0.000 0.000 -0.000 0.000
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 27 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 27 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
2:C.V -0.057 0.170 0.000 -0.000 -0.000 0.0003:SISMO X 0.561 0.000 -0.000 0.000 -0.000 0.0004:SISMO Z 0.283 0.000 -0.000 -0.000 -0.000 0.0005:P.P+C.V -0.056 0.192 0.000 -0.000 -0.000 0.0006:P.P+C.V+SX+ 0.443 0.144 -0.000 -0.000 -0.000 0.0007:P.P+C.V+0.3 0.296 0.144 -0.000 -0.000 -0.000 0.0008:P.P+C.V-SX- -0.527 0.144 0.000 -0.000 0.000 0.0009:P.P+C.V-0.3S -0.380 0.144 0.000 -0.000 0.000 0.00010:P.P+C.V-SX -0.399 0.144 0.000 -0.000 -0.000 0.00011:P.P+C.V-0.3 0.044 0.144 -0.000 -0.000 -0.000 0.00012:P.P+C.V+SX 0.316 0.144 0.000 -0.000 -0.000 0.00013:P.P+C.V+0. -0.128 0.144 0.000 -0.000 0.000 0.000
31 1:P.P -0.001 0.022 -0.000 -0.000 -0.000 0.0002:C.V 0.057 0.170 -0.000 0.000 -0.000 0.0003:SISMO X -0.561 -0.000 0.000 -0.000 0.001 0.0004:SISMO Z -0.283 -0.000 0.000 0.000 0.002 0.0005:P.P+C.V 0.056 0.192 -0.000 0.000 -0.000 0.0006:P.P+C.V+SX+ -0.443 0.144 0.000 0.000 0.001 0.0007:P.P+C.V+0.3 -0.296 0.144 0.000 0.000 0.002 0.0008:P.P+C.V-SX- 0.527 0.144 -0.000 0.000 -0.001 0.0009:P.P+C.V-0.3S 0.380 0.144 -0.000 0.000 -0.002 0.00010:P.P+C.V-SX 0.399 0.144 -0.000 0.000 -0.000 0.00011:P.P+C.V-0.3 -0.044 0.144 0.000 0.000 0.001 0.00012:P.P+C.V+SX -0.316 0.144 -0.000 0.000 -0.000 0.00013:P.P+C.V+0. 0.128 0.144 -0.000 0.000 -0.002 0.000
38 22 1:P.P 2.165 -0.001 0.033 0.000 -0.094 -0.0022:C.V 7.937 -0.043 0.517 0.003 -1.494 -0.1803:SISMO X 0.734 2.557 0.501 0.001 -2.062 10.3964:SISMO Z 2.419 0.808 1.670 0.019 -6.872 3.2865:P.P+C.V 10.102 -0.044 0.549 0.003 -1.588 -0.1826:P.P+C.V+SX+ 8.671 2.067 1.164 0.007 -4.284 8.4007:P.P+C.V+0.3 9.555 1.148 1.777 0.017 -6.809 4.6678:P.P+C.V-SX- 6.482 -2.132 -0.339 -0.003 1.902 -8.6739:P.P+C.V-0.3S 5.597 -1.214 -0.953 -0.012 4.427 -4.94010:P.P+C.V-SX 7.570 -1.769 0.412 0.006 -1.190 -7.19411:P.P+C.V-0.3 9.225 -0.002 1.552 0.016 -5.881 -0.01112:P.P+C.V+SX 7.582 1.703 0.412 -0.001 -1.192 6.92113:P.P+C.V+0. 5.927 -0.064 -0.727 -0.012 3.499 -0.262
24 1:P.P -1.270 0.001 -0.033 -0.000 -0.166 -0.0022:C.V -7.937 0.043 -0.517 -0.003 -2.587 -0.1623:SISMO X -0.734 -2.557 -0.501 -0.001 -1.896 9.8034:SISMO Z -2.419 -0.808 -1.670 -0.019 -6.320 3.0985:P.P+C.V -9.207 0.044 -0.549 -0.003 -2.753 -0.1646:P.P+C.V+SX+ -8.000 -2.067 -1.164 -0.007 -4.909 7.926
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 28 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 28 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
7:P.P+C.V+0.3 -8.885 -1.148 -1.777 -0.017 -7.231 4.4068:P.P+C.V-SX- -5.811 2.132 0.339 0.003 0.780 -8.1739:P.P+C.V-0.3S -4.926 1.214 0.953 0.012 3.102 -4.65310:P.P+C.V-SX -6.899 1.769 -0.412 -0.006 -2.064 -6.77811:P.P+C.V-0.3 -8.554 0.002 -1.552 -0.016 -6.378 -0.00512:P.P+C.V+SX -6.912 -1.703 -0.412 0.001 -2.065 6.53213:P.P+C.V+0. -5.256 0.064 0.727 0.012 2.248 -0.241
39 23 1:P.P 2.211 -0.001 -0.033 0.000 0.079 -0.0032:C.V 12.199 -0.046 -0.517 0.002 1.228 -0.2033:SISMO X -0.719 2.528 0.487 0.018 -2.029 10.2854:SISMO Z -2.419 0.719 1.623 0.033 -6.756 2.9255:P.P+C.V 14.409 -0.046 -0.550 0.002 1.307 -0.2066:P.P+C.V+SX+ 9.723 2.023 0.318 0.022 -2.061 8.2187:P.P+C.V+0.3 8.831 1.073 0.914 0.030 -4.543 4.3548:P.P+C.V-SX- 11.890 -2.092 -1.143 -0.019 4.022 -8.5269:P.P+C.V-0.3S 12.783 -1.143 -1.739 -0.027 6.504 -4.66210:P.P+C.V-SX 10.802 -1.769 -0.413 -0.005 0.982 -7.21011:P.P+C.V-0.3 9.155 -0.065 0.695 0.022 -3.630 -0.27512:P.P+C.V+SX 10.812 1.699 -0.412 0.007 0.979 6.90213:P.P+C.V+0. 12.459 -0.005 -1.520 -0.019 5.591 -0.034
26 1:P.P -1.316 0.001 0.033 -0.000 0.181 -0.0022:C.V -12.199 0.046 0.517 -0.002 2.859 -0.1593:SISMO X 0.719 -2.528 -0.487 -0.018 -1.822 9.6854:SISMO Z 2.419 -0.719 -1.623 -0.033 -6.065 2.7545:P.P+C.V -13.515 0.046 0.550 -0.002 3.039 -0.1626:P.P+C.V+SX+ -9.053 -2.023 -0.318 -0.022 -0.451 7.7627:P.P+C.V+0.3 -8.160 -1.073 -0.914 -0.030 -2.679 4.1238:P.P+C.V-SX- -11.220 2.092 1.143 0.019 5.011 -8.0049:P.P+C.V-0.3S -12.112 1.143 1.739 0.027 7.238 -4.36610:P.P+C.V-SX -10.131 1.769 0.413 0.005 2.281 -6.76511:P.P+C.V-0.3 -8.484 0.065 -0.695 -0.022 -1.859 -0.23512:P.P+C.V+SX -10.141 -1.699 0.412 -0.007 2.278 6.52313:P.P+C.V+0. -11.788 0.005 1.520 0.019 6.418 -0.008
40 24 1:P.P -0.436 0.518 -0.000 0.000 0.000 0.3572:C.V -6.449 6.727 -0.005 0.000 0.009 5.9843:SISMO X 0.788 0.645 -0.003 -0.002 0.011 1.5854:SISMO Z 2.604 2.157 -0.045 -0.001 0.080 5.2875:P.P+C.V -6.884 7.245 -0.005 0.000 0.009 6.3416:P.P+C.V+SX+ -3.987 6.403 -0.016 -0.001 0.033 7.1347:P.P+C.V+0.3 -3.033 7.197 -0.038 -0.001 0.069 9.0778:P.P+C.V-SX- -6.340 4.465 0.008 0.001 -0.019 2.3789:P.P+C.V-0.3S -7.294 3.671 0.031 0.001 -0.056 0.43410:P.P+C.V-SX -5.168 5.436 -0.012 0.001 0.017 4.75711:P.P+C.V-0.3 -3.388 6.907 -0.037 -0.000 0.064 8.364
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 29 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 29 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
12:P.P+C.V+SX -5.158 5.432 0.004 -0.001 -0.004 4.75513:P.P+C.V+0. -6.939 3.961 0.029 0.000 -0.051 1.147
25 1:P.P 0.436 -0.227 0.000 -0.000 0.000 0.7682:C.V 6.449 -6.727 0.005 -0.000 0.006 14.3313:SISMO X -0.788 -0.645 0.003 0.002 -0.002 0.3624:SISMO Z -2.604 -2.157 0.045 0.001 0.055 1.2285:P.P+C.V 6.884 -6.954 0.005 -0.000 0.006 15.0996:P.P+C.V+SX+ 3.987 -6.184 0.016 0.001 0.015 11.8727:P.P+C.V+0.3 3.033 -6.978 0.038 0.001 0.046 12.3278:P.P+C.V-SX- 6.340 -4.246 -0.008 -0.001 -0.006 10.7769:P.P+C.V-0.3S 7.294 -3.452 -0.031 -0.001 -0.036 10.32210:P.P+C.V-SX 5.168 -5.217 0.012 -0.001 0.019 11.32911:P.P+C.V-0.3 3.388 -6.688 0.037 0.000 0.047 12.16412:P.P+C.V+SX 5.158 -5.213 -0.004 0.001 -0.009 11.32013:P.P+C.V+0. 6.939 -3.742 -0.029 -0.000 -0.037 10.485
41 25 1:P.P -0.436 -0.362 -0.000 -0.000 0.000 -0.7682:C.V -6.443 -8.618 -0.019 -0.000 0.017 -14.3313:SISMO X 0.762 0.660 -0.044 0.002 0.048 -0.3624:SISMO Z 2.523 2.186 -0.110 0.001 0.107 -1.2285:P.P+C.V -6.879 -8.980 -0.020 -0.000 0.017 -15.0996:P.P+C.V+SX+ -4.020 -5.748 -0.073 0.002 0.073 -11.8727:P.P+C.V+0.3 -3.096 -4.947 -0.107 0.001 0.104 -12.3278:P.P+C.V-SX- -6.298 -7.722 0.043 -0.002 -0.047 -10.7769:P.P+C.V-0.3S -7.223 -8.523 0.078 -0.001 -0.078 -10.32210:P.P+C.V-SX -5.163 -6.739 -0.006 -0.002 0.001 -11.32911:P.P+C.V-0.3 -3.439 -5.244 -0.088 -0.000 0.082 -12.16412:P.P+C.V+SX -5.155 -6.732 -0.023 0.002 0.025 -11.32013:P.P+C.V+0. -6.880 -8.226 0.058 -0.000 -0.056 -10.485
26 1:P.P 0.436 0.564 0.000 0.000 0.000 -0.2002:C.V 6.443 8.618 0.019 0.000 0.023 -3.6803:SISMO X -0.762 -0.660 0.044 -0.002 0.044 1.7424:SISMO Z -2.523 -2.186 0.110 -0.001 0.124 5.7965:P.P+C.V 6.879 9.182 0.020 0.000 0.023 -3.8806:P.P+C.V+SX+ 4.020 5.900 0.073 -0.002 0.078 -0.2997:P.P+C.V+0.3 3.096 5.099 0.107 -0.001 0.120 1.8298:P.P+C.V-SX- 6.298 7.873 -0.043 0.002 -0.043 -5.5219:P.P+C.V-0.3S 7.223 8.674 -0.078 0.001 -0.085 -7.65010:P.P+C.V-SX 5.163 6.890 0.006 0.002 0.013 -2.91311:P.P+C.V-0.3 3.439 5.396 0.088 0.000 0.101 1.04512:P.P+C.V+SX 5.155 6.883 0.023 -0.002 0.022 -2.90813:P.P+C.V+0. 6.880 8.377 -0.058 0.000 -0.066 -6.866
42 26 1:P.P 0.210 0.001 -0.469 -0.000 0.019 0.0002:C.V 2.655 0.068 -6.966 -0.018 0.821 0.0123:SISMO X -0.077 0.169 0.297 0.029 0.080 0.037
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 30 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 30 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
4:SISMO Z -0.255 0.077 0.981 0.016 0.269 0.0185:P.P+C.V 2.865 0.069 -7.435 -0.019 0.841 0.0126:P.P+C.V+SX+ 2.034 0.195 -5.133 0.011 0.751 0.0417:P.P+C.V+0.3 1.940 0.147 -4.774 0.005 0.850 0.0318:P.P+C.V-SX- 2.263 -0.093 -6.020 -0.039 0.510 -0.0239:P.P+C.V-0.3S 2.357 -0.045 -6.379 -0.033 0.411 -0.01310:P.P+C.V-SX 2.149 -0.058 -5.579 -0.032 0.631 -0.01511:P.P+C.V-0.3 1.975 0.071 -4.908 -0.008 0.814 0.01412:P.P+C.V+SX 2.148 0.160 -5.574 0.004 0.630 0.03313:P.P+C.V+0. 2.323 0.031 -6.245 -0.020 0.447 0.004
27 1:P.P -0.187 -0.001 0.469 0.000 0.074 0.0002:C.V -2.655 -0.068 6.966 0.018 0.572 0.0023:SISMO X 0.077 -0.169 -0.297 -0.029 -0.139 -0.0034:SISMO Z 0.255 -0.077 -0.981 -0.016 -0.465 -0.0025:P.P+C.V -2.842 -0.069 7.435 0.019 0.646 0.0026:P.P+C.V+SX+ -2.017 -0.195 5.133 -0.011 0.276 -0.0027:P.P+C.V+0.3 -1.923 -0.147 4.774 -0.005 0.105 -0.0018:P.P+C.V-SX- -2.247 0.093 6.020 0.039 0.694 0.0049:P.P+C.V-0.3S -2.340 0.045 6.379 0.033 0.865 0.00410:P.P+C.V-SX -2.132 0.058 5.579 0.032 0.485 0.00311:P.P+C.V-0.3 -1.958 -0.071 4.908 0.008 0.168 0.00012:P.P+C.V+SX -2.131 -0.160 5.574 -0.004 0.485 -0.00013:P.P+C.V+0. -2.306 -0.031 6.245 0.020 0.802 0.002
43 28 1:P.P 0.477 -0.076 -0.000 -0.000 -0.000 -0.0662:C.V 7.066 -0.795 -0.002 -0.000 -0.001 -0.8673:SISMO X -0.301 0.050 0.004 0.000 0.000 -0.0624:SISMO Z -0.997 0.168 -0.003 -0.000 0.002 -0.2085:P.P+C.V 7.543 -0.871 -0.002 -0.000 -0.001 -0.9336:P.P+C.V+SX+ 5.207 -0.578 0.001 -0.000 0.000 -0.7937:P.P+C.V+0.3 4.842 -0.516 -0.003 -0.000 0.001 -0.8698:P.P+C.V-SX- 6.108 -0.729 -0.004 -0.000 -0.001 -0.6069:P.P+C.V-0.3S 6.473 -0.791 -0.000 0.000 -0.002 -0.53010:P.P+C.V-SX 5.659 -0.653 -0.005 -0.000 -0.000 -0.70011:P.P+C.V-0.3 4.978 -0.539 -0.005 -0.000 0.001 -0.84112:P.P+C.V+SX 5.656 -0.654 0.002 -0.000 -0.001 -0.69913:P.P+C.V+0. 6.337 -0.768 0.001 0.000 -0.002 -0.558
69 1:P.P -0.480 0.101 0.000 0.000 0.000 -0.0412:C.V -7.066 0.795 0.002 0.000 0.003 -0.0873:SISMO X 0.301 -0.050 -0.004 -0.000 -0.005 0.1234:SISMO Z 0.997 -0.168 0.003 0.000 0.001 0.4095:P.P+C.V -7.545 0.896 0.002 0.000 0.003 -0.1286:P.P+C.V+SX+ -5.209 0.597 -0.001 0.000 -0.001 0.0887:P.P+C.V+0.3 -4.844 0.535 0.003 0.000 0.002 0.2398:P.P+C.V-SX- -6.109 0.748 0.004 0.000 0.006 -0.280
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 31 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 31 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
9:P.P+C.V-0.3S -6.474 0.810 0.000 -0.000 0.003 -0.43110:P.P+C.V-SX -5.661 0.672 0.005 0.000 0.006 -0.09611:P.P+C.V-0.3 -4.979 0.558 0.005 0.000 0.004 0.18312:P.P+C.V+SX -5.657 0.672 -0.002 0.000 -0.002 -0.09613:P.P+C.V+0. -6.339 0.787 -0.001 -0.000 0.000 -0.375
44 24 1:P.P 0.209 -0.000 0.469 0.000 -0.191 -0.0002:C.V 0.961 -0.004 6.968 0.007 -3.396 -0.0023:SISMO X 0.077 0.157 -0.296 -0.007 0.312 0.1024:SISMO Z 0.255 0.043 -0.977 0.003 1.033 0.0295:P.P+C.V 1.170 -0.004 7.437 0.007 -3.588 -0.0026:P.P+C.V+SX+ 0.992 0.125 5.136 0.001 -2.225 0.0817:P.P+C.V+0.3 1.086 0.065 4.778 0.007 -1.846 0.0438:P.P+C.V-SX- 0.762 -0.131 6.019 0.010 -3.157 -0.0849:P.P+C.V-0.3S 0.669 -0.071 6.377 0.005 -3.536 -0.04610:P.P+C.V-SX 0.877 -0.111 5.580 0.012 -2.692 -0.07111:P.P+C.V-0.3 1.051 -0.006 4.911 0.010 -1.986 -0.00212:P.P+C.V+SX 0.877 0.105 5.576 -0.001 -2.689 0.06813:P.P+C.V+0. 0.703 -0.000 6.244 0.001 -3.395 -0.000
31 1:P.P -0.135 0.000 -0.469 -0.000 -0.113 -0.0002:C.V -0.961 0.004 -6.968 -0.007 -1.133 -0.0013:SISMO X -0.077 -0.157 0.296 0.007 -0.119 0.0014:SISMO Z -0.255 -0.043 0.977 -0.003 -0.398 -0.0015:P.P+C.V -1.096 0.004 -7.437 -0.007 -1.246 -0.0016:P.P+C.V+SX+ -0.937 -0.125 -5.136 -0.001 -1.114 -0.0007:P.P+C.V+0.3 -1.030 -0.065 -4.778 -0.007 -1.260 -0.0018:P.P+C.V-SX- -0.707 0.131 -6.019 -0.010 -0.756 -0.0019:P.P+C.V-0.3S -0.614 0.071 -6.377 -0.005 -0.609 -0.00010:P.P+C.V-SX -0.822 0.111 -5.580 -0.012 -0.935 -0.00111:P.P+C.V-0.3 -0.996 0.006 -4.911 -0.010 -1.206 -0.00112:P.P+C.V+SX -0.822 -0.105 -5.576 0.001 -0.935 0.00013:P.P+C.V+0. -0.648 0.000 -6.244 -0.001 -0.663 0.000
45 29 1:P.P 0.471 -0.007 -0.000 -0.000 0.000 -0.0892:C.V 7.005 -0.120 -0.002 -0.000 0.001 -1.0113:SISMO X -0.301 0.050 0.001 0.000 -0.001 -0.0024:SISMO Z -0.997 0.168 0.001 -0.000 -0.000 -0.0065:P.P+C.V 7.477 -0.127 -0.002 -0.000 0.001 -1.1006:P.P+C.V+SX+ 5.157 -0.019 -0.001 -0.000 0.000 -0.8277:P.P+C.V+0.3 4.792 0.042 -0.001 -0.000 0.001 -0.8308:P.P+C.V-SX- 6.058 -0.171 -0.002 -0.000 0.001 -0.8229:P.P+C.V-0.3S 6.423 -0.233 -0.002 -0.000 0.001 -0.82010:P.P+C.V-SX 5.609 -0.095 -0.002 -0.000 0.001 -0.82511:P.P+C.V-0.3 4.928 0.020 -0.001 -0.000 0.001 -0.82912:P.P+C.V+SX 5.606 -0.095 -0.001 -0.000 0.000 -0.82513:P.P+C.V+0. 6.287 -0.210 -0.002 -0.000 0.001 -0.821
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 32 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 32 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
28 1:P.P -0.473 0.032 0.000 0.000 0.000 0.0662:C.V -7.005 0.120 0.002 0.000 0.001 0.8673:SISMO X 0.301 -0.050 -0.001 -0.000 -0.000 0.0624:SISMO Z 0.997 -0.168 -0.001 0.000 -0.001 0.2085:P.P+C.V -7.479 0.152 0.002 0.000 0.001 0.9336:P.P+C.V+SX+ -5.159 0.038 0.001 0.000 0.000 0.7937:P.P+C.V+0.3 -4.794 -0.023 0.001 0.000 0.000 0.8698:P.P+C.V-SX- -6.059 0.190 0.002 0.000 0.001 0.6069:P.P+C.V-0.3S -6.424 0.251 0.002 0.000 0.002 0.53010:P.P+C.V-SX -5.611 0.114 0.002 0.000 0.001 0.70011:P.P+C.V-0.3 -4.929 -0.001 0.001 0.000 0.000 0.84112:P.P+C.V+SX -5.607 0.114 0.001 0.000 0.001 0.69913:P.P+C.V+0. -6.289 0.229 0.002 0.000 0.001 0.558
46 30 1:P.P 0.465 0.062 0.000 -0.000 -0.000 -0.0292:C.V 6.946 0.555 0.004 -0.000 -0.004 -0.3443:SISMO X -0.302 0.050 -0.006 0.000 0.005 0.0594:SISMO Z -0.998 0.168 -0.001 0.000 0.001 0.1965:P.P+C.V 7.411 0.618 0.004 -0.000 -0.004 -0.3746:P.P+C.V+SX+ 5.108 0.539 -0.001 0.000 0.001 -0.1927:P.P+C.V+0.3 4.742 0.601 0.001 0.000 -0.001 -0.1208:P.P+C.V-SX- 6.009 0.388 0.008 -0.000 -0.007 -0.3699:P.P+C.V-0.3S 6.374 0.326 0.005 -0.000 -0.004 -0.44110:P.P+C.V-SX 5.560 0.463 0.007 -0.000 -0.007 -0.28011:P.P+C.V-0.3 4.878 0.578 0.004 -0.000 -0.004 -0.14712:P.P+C.V+SX 5.557 0.463 -0.001 0.000 0.001 -0.28013:P.P+C.V+0. 6.239 0.349 0.003 -0.000 -0.002 -0.414
29 1:P.P -0.467 -0.037 -0.000 0.000 -0.000 0.0892:C.V -6.946 -0.555 -0.004 0.000 -0.001 1.0113:SISMO X 0.302 -0.050 0.006 -0.000 0.002 0.0024:SISMO Z 0.998 -0.168 0.001 -0.000 0.001 0.0065:P.P+C.V -7.413 -0.593 -0.004 0.000 -0.001 1.1006:P.P+C.V+SX+ -5.109 -0.520 0.001 -0.000 0.000 0.8277:P.P+C.V+0.3 -4.744 -0.582 -0.001 -0.000 -0.000 0.8308:P.P+C.V-SX- -6.011 -0.369 -0.008 0.000 -0.002 0.8229:P.P+C.V-0.3S -6.376 -0.307 -0.005 0.000 -0.002 0.82010:P.P+C.V-SX -5.562 -0.444 -0.007 0.000 -0.002 0.82511:P.P+C.V-0.3 -4.880 -0.559 -0.004 0.000 -0.001 0.82912:P.P+C.V+SX -5.558 -0.444 0.001 -0.000 0.000 0.82513:P.P+C.V+0. -6.240 -0.330 -0.003 0.000 -0.001 0.821
47 31 1:P.P 0.459 0.131 -0.000 0.000 0.000 0.1132:C.V 6.887 1.231 -0.011 0.000 0.008 1.1333:SISMO X -0.302 0.050 0.011 0.000 -0.007 0.1194:SISMO Z -0.997 0.168 -0.006 0.000 0.006 0.3985:P.P+C.V 7.346 1.362 -0.011 0.000 0.008 1.246
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 33 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 33 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
6:P.P+C.V+SX+ 5.058 1.097 -0.001 0.000 0.002 1.1147:P.P+C.V+0.3 4.693 1.159 -0.010 0.000 0.009 1.2608:P.P+C.V-SX- 5.960 0.946 -0.015 0.000 0.010 0.7569:P.P+C.V-0.3S 6.325 0.884 -0.006 -0.000 0.003 0.60910:P.P+C.V-SX 5.511 1.022 -0.018 0.000 0.012 0.93511:P.P+C.V-0.3 4.829 1.137 -0.015 0.000 0.012 1.20612:P.P+C.V+SX 5.507 1.022 0.001 0.000 -0.001 0.93513:P.P+C.V+0. 6.189 0.907 -0.001 -0.000 0.000 0.663
30 1:P.P -0.461 -0.106 0.000 -0.000 0.000 0.0292:C.V -6.887 -1.231 0.011 -0.000 0.005 0.3443:SISMO X 0.302 -0.050 -0.011 -0.000 -0.006 -0.0594:SISMO Z 0.997 -0.168 0.006 -0.000 0.002 -0.1965:P.P+C.V -7.348 -1.337 0.011 -0.000 0.005 0.3746:P.P+C.V+SX+ -5.060 -1.079 0.001 -0.000 -0.000 0.1927:P.P+C.V+0.3 -4.695 -1.140 0.010 -0.000 0.004 0.1208:P.P+C.V-SX- -5.962 -0.927 0.015 -0.000 0.008 0.3699:P.P+C.V-0.3S -6.327 -0.866 0.006 0.000 0.004 0.44110:P.P+C.V-SX -5.513 -1.003 0.018 -0.000 0.009 0.28011:P.P+C.V-0.3 -4.831 -1.118 0.015 -0.000 0.007 0.14712:P.P+C.V+SX -5.509 -1.003 -0.001 -0.000 -0.001 0.28013:P.P+C.V+0. -6.191 -0.888 0.001 0.000 0.001 0.414
48 24 1:P.P 0.003 0.272 0.000 -0.000 -0.000 0.2572:C.V -0.242 0.134 0.001 0.000 -0.002 0.2683:SISMO X 4.846 -1.715 0.005 0.000 -0.029 -4.9394:SISMO Z 2.850 -0.540 0.033 0.000 -0.137 -1.5535:P.P+C.V -0.238 0.406 0.001 0.000 -0.002 0.5256:P.P+C.V+SX+ 4.097 -1.103 0.012 0.000 -0.054 -3.6617:P.P+C.V+0.3 3.049 -0.486 0.027 0.000 -0.110 -1.8838:P.P+C.V-SX- -4.455 1.713 -0.011 0.000 0.051 4.4479:P.P+C.V-0.3S -3.407 1.096 -0.025 -0.000 0.108 2.66910:P.P+C.V-SX -3.172 1.470 0.004 0.000 -0.011 3.74911:P.P+C.V-0.3 0.869 0.286 0.024 0.000 -0.097 0.34012:P.P+C.V+SX 2.815 -0.860 -0.003 0.000 0.008 -2.96213:P.P+C.V+0. -1.226 0.324 -0.023 0.000 0.095 0.447
34 1:P.P -0.003 0.273 -0.000 0.000 -0.000 -0.2612:C.V 0.242 -0.134 -0.001 -0.000 -0.003 0.4923:SISMO X -4.846 1.715 -0.005 -0.000 0.001 -4.7534:SISMO Z -2.850 0.540 -0.033 -0.000 -0.050 -1.4975:P.P+C.V 0.238 0.139 -0.001 -0.000 -0.003 0.2306:P.P+C.V+SX+ -4.097 1.512 -0.012 -0.000 -0.013 -3.7297:P.P+C.V+0.3 -3.049 0.895 -0.027 -0.000 -0.040 -2.0198:P.P+C.V-SX- 4.455 -1.304 0.011 -0.000 0.009 4.0749:P.P+C.V-0.3S 3.407 -0.687 0.025 0.000 0.035 2.36510:P.P+C.V-SX 3.172 -1.061 -0.004 -0.000 -0.014 3.401
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 34 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 34 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
11:P.P+C.V-0.3 -0.869 0.123 -0.024 -0.000 -0.040 0.11912:P.P+C.V+SX -2.815 1.269 0.003 -0.000 0.009 -3.05513:P.P+C.V+0. 1.226 0.085 0.023 -0.000 0.035 0.226
49 25 1:P.P 0.001 0.294 0.000 0.000 -0.000 0.2822:C.V 0.106 7.588 0.002 -0.000 -0.005 10.6333:SISMO X 0.626 0.036 0.021 -0.000 -0.068 -0.0064:SISMO Z 1.222 -0.001 0.069 -0.000 -0.227 0.0025:P.P+C.V 0.107 7.882 0.002 -0.000 -0.005 10.9156:P.P+C.V+SX+ 0.824 5.938 0.033 -0.000 -0.106 8.1827:P.P+C.V+0.3 1.137 5.918 0.058 -0.000 -0.190 8.1868:P.P+C.V-SX- -0.664 5.884 -0.030 0.000 0.099 8.1909:P.P+C.V-0.3S -0.977 5.904 -0.056 0.000 0.182 8.18610:P.P+C.V-SX -0.115 5.884 0.001 -0.000 -0.004 8.19111:P.P+C.V-0.3 0.856 5.902 0.049 -0.000 -0.159 8.18912:P.P+C.V+SX 0.275 5.939 0.001 -0.000 -0.004 8.18113:P.P+C.V+0. -0.696 5.920 -0.046 -0.000 0.151 8.183
35 1:P.P -0.001 0.300 -0.000 -0.000 -0.000 -0.3012:C.V -0.106 7.412 -0.002 0.000 -0.004 -10.0603:SISMO X -0.626 -0.036 -0.021 0.000 -0.050 0.2114:SISMO Z -1.222 0.001 -0.069 0.000 -0.165 -0.0105:P.P+C.V -0.107 7.712 -0.002 0.000 -0.004 -10.3616:P.P+C.V+SX+ -0.824 5.757 -0.033 0.000 -0.078 -7.6157:P.P+C.V+0.3 -1.137 5.777 -0.058 0.000 -0.138 -7.7318:P.P+C.V-SX- 0.664 5.811 0.030 -0.000 0.072 -7.9279:P.P+C.V-0.3S 0.977 5.791 0.056 -0.000 0.132 -7.81110:P.P+C.V-SX 0.115 5.812 -0.001 0.000 -0.003 -7.93111:P.P+C.V-0.3 -0.856 5.793 -0.049 0.000 -0.116 -7.82512:P.P+C.V+SX -0.275 5.757 -0.001 0.000 -0.004 -7.61013:P.P+C.V+0. 0.696 5.775 0.046 0.000 0.109 -7.716
50 26 1:P.P 0.005 0.271 -0.000 0.000 0.000 0.2562:C.V -0.388 0.421 0.003 -0.000 -0.006 0.8383:SISMO X 3.284 -1.648 0.021 -0.000 -0.067 -4.8454:SISMO Z -1.493 -0.462 0.047 0.000 -0.170 -1.3705:P.P+C.V -0.383 0.692 0.003 -0.000 -0.006 1.0936:P.P+C.V+SX+ 1.840 -0.821 0.029 -0.000 -0.093 -3.1227:P.P+C.V+0.3 -0.668 -0.198 0.042 -0.000 -0.147 -1.2988:P.P+C.V-SX- -2.414 1.859 -0.024 -0.000 0.084 4.7629:P.P+C.V-0.3S 0.094 1.236 -0.037 -0.000 0.138 2.93810:P.P+C.V-SX -3.086 1.651 -0.003 -0.000 0.008 4.14511:P.P+C.V-0.3 -2.145 0.543 0.033 -0.000 -0.116 0.88212:P.P+C.V+SX 2.512 -0.613 0.007 -0.000 -0.016 -2.50513:P.P+C.V+0. 1.572 0.495 -0.028 -0.000 0.108 0.758
36 1:P.P -0.005 0.275 0.000 -0.000 0.000 -0.2672:C.V 0.388 -0.421 -0.003 0.000 -0.013 1.542
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 35 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 35 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
3:SISMO X -3.284 1.648 -0.021 0.000 -0.050 -4.4644:SISMO Z 1.493 0.462 -0.047 -0.000 -0.095 -1.2405:P.P+C.V 0.383 -0.147 -0.003 0.000 -0.013 1.2766:P.P+C.V+SX+ -1.840 1.230 -0.029 0.000 -0.069 -2.6707:P.P+C.V+0.3 0.668 0.607 -0.042 0.000 -0.092 -0.9778:P.P+C.V-SX- 2.414 -1.450 0.024 0.000 0.050 4.5849:P.P+C.V-0.3S -0.094 -0.827 0.037 0.000 0.073 2.89110:P.P+C.V-SX 3.086 -1.242 0.003 0.000 0.007 4.02611:P.P+C.V-0.3 2.145 -0.134 -0.033 0.000 -0.069 1.03112:P.P+C.V+SX -2.512 1.022 -0.007 0.000 -0.026 -2.11313:P.P+C.V+0. -1.572 -0.086 0.028 0.000 0.051 0.882
51 27 1:P.P -0.001 0.022 0.000 0.000 -0.000 0.0002:C.V 0.106 0.282 0.000 -0.000 -0.000 0.0003:SISMO X 0.343 0.000 0.001 -0.000 -0.002 0.0004:SISMO Z -0.095 0.000 0.002 0.000 -0.006 0.0005:P.P+C.V 0.105 0.305 0.000 -0.000 -0.000 0.0006:P.P+C.V+SX+ 0.315 0.228 0.001 -0.000 -0.003 0.0007:P.P+C.V+0.3 0.085 0.228 0.001 -0.000 -0.005 0.0008:P.P+C.V-SX- -0.157 0.228 -0.001 -0.000 0.003 0.0009:P.P+C.V-0.3S 0.073 0.228 -0.001 -0.000 0.005 0.00010:P.P+C.V-SX -0.200 0.228 -0.000 -0.000 0.000 0.00011:P.P+C.V-0.3 -0.069 0.228 0.001 -0.000 -0.004 0.00012:P.P+C.V+SX 0.357 0.228 0.000 -0.000 -0.001 0.00013:P.P+C.V+0. 0.227 0.228 -0.001 -0.000 0.004 0.000
37 1:P.P 0.001 0.022 -0.000 -0.000 -0.000 0.0002:C.V -0.106 0.282 -0.000 0.000 -0.000 0.0003:SISMO X -0.343 0.000 -0.001 0.000 -0.002 0.0004:SISMO Z 0.095 0.000 -0.002 -0.000 -0.003 0.0005:P.P+C.V -0.105 0.305 -0.000 0.000 -0.000 0.0006:P.P+C.V+SX+ -0.315 0.228 -0.001 0.000 -0.002 0.0007:P.P+C.V+0.3 -0.085 0.228 -0.001 0.000 -0.003 0.0008:P.P+C.V-SX- 0.157 0.228 0.001 0.000 0.002 0.0009:P.P+C.V-0.3S -0.073 0.228 0.001 0.000 0.002 0.00010:P.P+C.V-SX 0.200 0.228 0.000 0.000 0.000 0.00011:P.P+C.V-0.3 0.069 0.228 -0.001 0.000 -0.002 0.00012:P.P+C.V+SX -0.357 0.228 -0.000 0.000 -0.001 0.00013:P.P+C.V+0. -0.227 0.228 0.001 0.000 0.002 0.000
52 28 1:P.P -0.000 0.022 0.000 0.000 -0.000 0.0002:C.V -0.050 0.339 -0.000 -0.000 0.001 0.0003:SISMO X 0.039 0.000 -0.000 -0.000 -0.001 0.0004:SISMO Z 0.116 0.000 0.000 -0.000 -0.003 0.0005:P.P+C.V -0.051 0.361 -0.000 -0.000 0.001 0.0006:P.P+C.V+SX+ 0.017 0.271 -0.000 -0.000 -0.001 0.0007:P.P+C.V+0.3 0.058 0.271 -0.000 -0.000 -0.002 0.000
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 36 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 36 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
8:P.P+C.V-SX- -0.093 0.271 -0.000 -0.000 0.002 0.0009:P.P+C.V-0.3S -0.134 0.271 -0.000 -0.000 0.003 0.00010:P.P+C.V-SX -0.041 0.271 -0.000 -0.000 0.000 0.00011:P.P+C.V-0.3 0.040 0.271 -0.000 -0.000 -0.001 0.00012:P.P+C.V+SX -0.035 0.271 -0.000 -0.000 0.001 0.00013:P.P+C.V+0. -0.116 0.271 -0.000 -0.000 0.002 0.000
38 1:P.P 0.000 0.022 -0.000 -0.000 -0.000 0.0002:C.V 0.050 0.339 0.000 0.000 0.001 0.0003:SISMO X -0.039 0.000 0.000 0.000 0.001 0.0004:SISMO Z -0.116 0.000 -0.000 0.000 0.002 0.0005:P.P+C.V 0.051 0.361 0.000 0.000 0.001 0.0006:P.P+C.V+SX+ -0.017 0.271 0.000 0.000 0.002 0.0007:P.P+C.V+0.3 -0.058 0.271 0.000 0.000 0.002 0.0008:P.P+C.V-SX- 0.093 0.271 0.000 0.000 -0.000 0.0009:P.P+C.V-0.3S 0.134 0.271 0.000 0.000 -0.001 0.00010:P.P+C.V-SX 0.041 0.271 0.000 0.000 0.001 0.00011:P.P+C.V-0.3 -0.040 0.271 0.000 0.000 0.002 0.00012:P.P+C.V+SX 0.035 0.271 0.000 0.000 0.001 0.00013:P.P+C.V+0. 0.116 0.271 0.000 0.000 -0.000 0.000
53 29 1:P.P -0.000 0.022 0.000 -0.000 0.000 0.0002:C.V 0.047 0.339 0.000 0.000 -0.000 0.0003:SISMO X -0.019 0.000 0.000 -0.000 -0.001 0.0004:SISMO Z -0.015 0.000 -0.000 -0.000 -0.002 0.0005:P.P+C.V 0.047 0.361 0.000 0.000 -0.000 0.0006:P.P+C.V+SX+ 0.018 0.271 -0.000 0.000 -0.001 0.0007:P.P+C.V+0.3 0.020 0.271 -0.000 0.000 -0.001 0.0008:P.P+C.V-SX- 0.053 0.271 0.000 0.000 0.001 0.0009:P.P+C.V-0.3S 0.051 0.271 0.000 0.000 0.001 0.00010:P.P+C.V-SX 0.046 0.271 -0.000 0.000 0.000 0.00011:P.P+C.V-0.3 0.028 0.271 -0.000 0.000 -0.001 0.00012:P.P+C.V+SX 0.025 0.271 0.000 0.000 -0.000 0.00013:P.P+C.V+0. 0.043 0.271 0.000 0.000 0.001 0.000
39 1:P.P 0.000 0.022 -0.000 0.000 -0.000 0.0002:C.V -0.047 0.339 -0.000 -0.000 -0.000 0.0003:SISMO X 0.019 0.000 -0.000 0.000 0.001 0.0004:SISMO Z 0.015 0.000 0.000 0.000 0.004 0.0005:P.P+C.V -0.047 0.361 -0.000 -0.000 -0.000 0.0006:P.P+C.V+SX+ -0.018 0.271 0.000 -0.000 0.001 0.0007:P.P+C.V+0.3 -0.020 0.271 0.000 -0.000 0.003 0.0008:P.P+C.V-SX- -0.053 0.271 -0.000 -0.000 -0.002 0.0009:P.P+C.V-0.3S -0.051 0.271 -0.000 -0.000 -0.003 0.00010:P.P+C.V-SX -0.046 0.271 0.000 -0.000 0.000 0.00011:P.P+C.V-0.3 -0.028 0.271 0.000 -0.000 0.002 0.00012:P.P+C.V+SX -0.025 0.271 -0.000 -0.000 -0.000 0.000
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 37 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 37 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
13:P.P+C.V+0. -0.043 0.271 -0.000 -0.000 -0.003 0.00054 30 1:P.P 0.001 0.022 0.000 -0.000 -0.000 0.000
2:C.V -0.136 0.339 0.000 0.000 -0.001 0.0003:SISMO X -0.006 0.000 -0.000 0.000 0.000 0.0004:SISMO Z -0.147 0.000 0.000 -0.000 -0.003 0.0005:P.P+C.V -0.135 0.361 0.000 0.000 -0.001 0.0006:P.P+C.V+SX+ -0.139 0.271 0.000 0.000 -0.001 0.0007:P.P+C.V+0.3 -0.213 0.271 0.000 0.000 -0.003 0.0008:P.P+C.V-SX- -0.063 0.271 0.000 0.000 0.000 0.0009:P.P+C.V-0.3S 0.011 0.271 -0.000 0.000 0.002 0.00010:P.P+C.V-SX -0.129 0.271 0.000 0.000 -0.001 0.00011:P.P+C.V-0.3 -0.210 0.271 0.001 0.000 -0.003 0.00012:P.P+C.V+SX -0.073 0.271 -0.000 0.000 0.000 0.00013:P.P+C.V+0. 0.008 0.271 -0.000 0.000 0.002 0.000
40 1:P.P -0.001 0.022 -0.000 0.000 -0.000 0.0002:C.V 0.136 0.339 -0.000 -0.000 -0.001 0.0003:SISMO X 0.006 0.000 0.000 -0.000 0.001 0.0004:SISMO Z 0.147 0.000 -0.000 0.000 0.001 0.0005:P.P+C.V 0.135 0.361 -0.000 -0.000 -0.001 0.0006:P.P+C.V+SX+ 0.139 0.271 -0.000 -0.000 0.001 0.0007:P.P+C.V+0.3 0.213 0.271 -0.000 -0.000 0.000 0.0008:P.P+C.V-SX- 0.063 0.271 -0.000 -0.000 -0.002 0.0009:P.P+C.V-0.3S -0.011 0.271 0.000 -0.000 -0.001 0.00010:P.P+C.V-SX 0.129 0.271 -0.000 -0.000 -0.001 0.00011:P.P+C.V-0.3 0.210 0.271 -0.001 -0.000 -0.000 0.00012:P.P+C.V+SX 0.073 0.271 0.000 -0.000 0.000 0.00013:P.P+C.V+0. -0.008 0.271 0.000 -0.000 -0.001 0.000
55 31 1:P.P 0.001 0.022 0.000 -0.000 0.000 0.0002:C.V -0.064 0.169 0.000 0.000 -0.000 0.0003:SISMO X 0.415 0.000 0.000 0.000 -0.001 0.0004:SISMO Z 0.233 0.000 0.001 0.000 -0.005 0.0005:P.P+C.V -0.063 0.192 0.000 0.000 -0.000 0.0006:P.P+C.V+SX+ 0.317 0.144 0.000 0.000 -0.002 0.0007:P.P+C.V+0.3 0.221 0.144 0.001 0.000 -0.004 0.0008:P.P+C.V-SX- -0.411 0.144 -0.000 0.000 0.002 0.0009:P.P+C.V-0.3S -0.316 0.144 -0.001 -0.000 0.004 0.00010:P.P+C.V-SX -0.306 0.144 0.000 0.000 -0.000 0.00011:P.P+C.V-0.3 0.034 0.144 0.001 0.000 -0.003 0.00012:P.P+C.V+SX 0.212 0.144 -0.000 0.000 0.000 0.00013:P.P+C.V+0. -0.129 0.144 -0.001 0.000 0.003 0.000
41 1:P.P -0.001 0.022 -0.000 0.000 -0.000 0.0002:C.V 0.064 0.169 -0.000 -0.000 -0.000 0.0003:SISMO X -0.415 0.000 -0.000 -0.000 -0.000 0.0004:SISMO Z -0.233 0.000 -0.001 -0.000 -0.002 0.000
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 38 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 38 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
5:P.P+C.V 0.063 0.192 -0.000 -0.000 -0.000 0.0006:P.P+C.V+SX+ -0.317 0.144 -0.000 -0.000 -0.001 0.0007:P.P+C.V+0.3 -0.221 0.144 -0.001 -0.000 -0.001 0.0008:P.P+C.V-SX- 0.411 0.144 0.000 -0.000 0.000 0.0009:P.P+C.V-0.3S 0.316 0.144 0.001 0.000 0.001 0.00010:P.P+C.V-SX 0.306 0.144 -0.000 -0.000 -0.001 0.00011:P.P+C.V-0.3 -0.034 0.144 -0.001 -0.000 -0.001 0.00012:P.P+C.V+SX -0.212 0.144 0.000 -0.000 0.000 0.00013:P.P+C.V+0. 0.129 0.144 0.001 -0.000 0.001 0.000
56 32 1:P.P 2.215 -0.001 0.034 0.000 -0.097 -0.0042:C.V 5.994 -0.016 0.481 0.005 -1.396 -0.1073:SISMO X -0.009 2.569 0.548 -0.056 -2.271 10.4134:SISMO Z 2.474 0.809 1.865 -0.150 -7.677 3.2785:P.P+C.V 8.209 -0.017 0.516 0.006 -1.493 -0.1106:P.P+C.V+SX+ 6.707 2.096 1.217 -0.072 -4.550 8.4647:P.P+C.V+0.3 8.010 1.172 1.909 -0.121 -7.388 4.7198:P.P+C.V-SX- 5.606 -2.121 -0.444 0.080 2.310 -8.6309:P.P+C.V-0.3S 4.303 -1.197 -1.135 0.129 5.148 -4.88410:P.P+C.V-SX 6.720 -1.757 0.396 0.013 -1.144 -7.15511:P.P+C.V-0.3 8.014 0.016 1.662 -0.095 -6.367 0.03312:P.P+C.V+SX 5.593 1.732 0.378 -0.004 -1.096 6.98913:P.P+C.V+0. 4.299 -0.041 -0.889 0.104 4.127 -0.199
34 1:P.P -1.320 0.001 -0.034 -0.000 -0.173 -0.0052:C.V -5.994 0.016 -0.481 -0.005 -2.408 -0.0163:SISMO X 0.009 -2.569 -0.548 0.056 -2.058 9.8804:SISMO Z -2.474 -0.809 -1.865 0.150 -7.059 3.1095:P.P+C.V -7.314 0.017 -0.516 -0.006 -2.581 -0.0216:P.P+C.V+SX+ -6.036 -2.096 -1.217 0.072 -5.067 8.0947:P.P+C.V+0.3 -7.339 -1.172 -1.909 0.121 -7.693 4.5398:P.P+C.V-SX- -4.936 2.121 0.444 -0.080 1.196 -8.1269:P.P+C.V-0.3S -3.632 1.197 1.135 -0.129 3.822 -4.57110:P.P+C.V-SX -6.049 1.757 -0.396 -0.013 -1.980 -6.72711:P.P+C.V-0.3 -7.343 -0.016 -1.662 0.095 -6.767 0.09312:P.P+C.V+SX -4.923 -1.732 -0.378 0.004 -1.891 6.69513:P.P+C.V+0. -3.628 0.041 0.889 -0.104 2.896 -0.125
57 33 1:P.P 2.271 -0.002 -0.035 0.000 0.085 -0.0062:C.V 8.454 0.041 -0.483 0.015 1.144 0.0253:SISMO X -1.739 2.567 0.558 -0.015 -2.299 10.3784:SISMO Z -2.983 0.738 1.813 -0.113 -7.547 2.9795:P.P+C.V 10.724 0.039 -0.518 0.015 1.229 0.0196:P.P+C.V+SX+ 6.068 2.120 0.437 -0.025 -2.500 8.4687:P.P+C.V+0.3 5.415 1.160 1.096 -0.077 -5.255 4.5848:P.P+C.V-SX- 10.018 -2.062 -1.215 0.048 4.344 -8.4399:P.P+C.V-0.3S 10.671 -1.102 -1.874 0.099 7.099 -4.555
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 39 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 39 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
10:P.P+C.V-SX 8.676 -1.730 -0.399 -0.003 0.948 -7.09911:P.P+C.V-0.3 6.197 0.005 0.845 -0.070 -4.221 -0.08612:P.P+C.V+SX 7.410 1.788 -0.378 0.025 0.896 7.12713:P.P+C.V+0. 9.889 0.053 -1.623 0.092 6.065 0.115
36 1:P.P -1.376 0.002 0.035 -0.000 0.192 -0.0082:C.V -8.454 -0.041 0.483 -0.015 2.674 0.2973:SISMO X 1.739 -2.567 -0.558 0.015 -2.107 9.9004:SISMO Z 2.983 -0.738 -1.813 0.113 -6.774 2.8515:P.P+C.V -9.830 -0.039 0.518 -0.015 2.865 0.2886:P.P+C.V+SX+ -5.397 -2.120 -0.437 0.025 -0.955 8.2837:P.P+C.V+0.3 -4.744 -1.160 -1.096 0.077 -3.406 4.5828:P.P+C.V-SX- -9.348 2.062 1.215 -0.048 5.253 -7.8509:P.P+C.V-0.3S -10.001 1.102 1.874 -0.099 7.704 -4.14910:P.P+C.V-SX -8.005 1.730 0.399 0.003 2.205 -6.56711:P.P+C.V-0.3 -5.527 -0.005 -0.845 0.070 -2.458 0.12712:P.P+C.V+SX -6.740 -1.788 0.378 -0.025 2.093 7.00013:P.P+C.V+0. -9.218 -0.053 1.623 -0.092 6.756 0.306
58 34 1:P.P -0.457 0.543 0.000 0.000 -0.000 0.3792:C.V -6.049 6.234 -0.005 -0.000 0.008 5.5223:SISMO X 0.992 0.541 -0.067 -0.002 0.120 1.6044:SISMO Z 2.807 2.403 -0.299 -0.000 0.492 5.8965:P.P+C.V -6.506 6.777 -0.005 -0.000 0.007 5.9016:P.P+C.V+SX+ -3.504 6.029 -0.121 -0.002 0.206 6.9557:P.P+C.V+0.3 -2.551 7.006 -0.243 -0.001 0.401 9.2098:P.P+C.V-SX- -6.255 4.136 0.114 0.001 -0.195 1.8969:P.P+C.V-0.3S -7.208 3.159 0.235 0.001 -0.390 -0.35710:P.P+C.V-SX -4.992 5.217 -0.021 0.001 0.026 4.55011:P.P+C.V-0.3 -2.997 6.763 -0.213 -0.000 0.347 8.48712:P.P+C.V+SX -4.767 4.948 0.013 -0.001 -0.015 4.30213:P.P+C.V+0. -6.761 3.402 0.205 -0.000 -0.336 0.364
35 1:P.P 0.457 -0.251 -0.000 -0.000 -0.000 0.8202:C.V 6.049 -6.234 0.005 0.000 0.009 13.3053:SISMO X -0.992 -0.541 0.067 0.002 0.083 0.0314:SISMO Z -2.807 -2.403 0.299 0.000 0.411 1.3605:P.P+C.V 6.506 -6.485 0.005 0.000 0.008 14.1256:P.P+C.V+SX+ 3.504 -5.810 0.121 0.002 0.161 10.9227:P.P+C.V+0.3 2.551 -6.788 0.243 0.001 0.333 11.6208:P.P+C.V-SX- 6.255 -3.917 -0.114 -0.001 -0.148 10.2649:P.P+C.V-0.3S 7.208 -2.940 -0.235 -0.001 -0.321 9.56610:P.P+C.V-SX 4.992 -4.999 0.021 -0.001 0.037 10.87611:P.P+C.V-0.3 2.997 -6.544 0.213 0.000 0.296 11.60712:P.P+C.V+SX 4.767 -4.729 -0.013 0.001 -0.024 10.31013:P.P+C.V+0. 6.761 -3.184 -0.205 0.000 -0.283 9.580
59 35 1:P.P -0.456 -0.396 0.000 -0.000 -0.000 -0.820
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 40 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 40 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
2:C.V -6.048 -7.974 0.011 -0.000 -0.004 -13.3053:SISMO X 0.930 0.975 -0.205 0.002 0.216 -0.0314:SISMO Z 2.607 2.452 -0.568 0.001 0.561 -1.3605:P.P+C.V -6.504 -8.370 0.011 -0.000 -0.004 -14.1256:P.P+C.V+SX+ -3.594 -4.994 -0.274 0.001 0.285 -10.9227:P.P+C.V+0.3 -2.714 -4.219 -0.464 0.001 0.466 -11.6218:P.P+C.V-SX- -6.162 -7.560 0.290 -0.002 -0.291 -10.2649:P.P+C.V-0.3S -7.042 -8.335 0.480 -0.001 -0.472 -9.56610:P.P+C.V-SX -4.989 -6.457 0.034 -0.002 -0.039 -10.87711:P.P+C.V-0.3 -3.132 -4.658 -0.372 -0.000 0.369 -11.60712:P.P+C.V+SX -4.767 -6.097 -0.018 0.001 0.033 -10.31013:P.P+C.V+0. -6.624 -7.896 0.388 -0.000 -0.375 -9.580
36 1:P.P 0.456 0.597 -0.000 0.000 0.000 -0.2182:C.V 6.048 7.974 -0.011 0.000 -0.018 -3.3613:SISMO X -0.930 -0.975 0.205 -0.002 0.212 2.0694:SISMO Z -2.607 -2.452 0.568 -0.001 0.627 6.4845:P.P+C.V 6.504 8.571 -0.011 0.000 -0.018 -3.5796:P.P+C.V+SX+ 3.594 5.145 0.274 -0.001 0.287 0.3277:P.P+C.V+0.3 2.714 4.370 0.464 -0.001 0.504 2.6458:P.P+C.V-SX- 6.162 7.712 -0.290 0.002 -0.314 -5.6959:P.P+C.V-0.3S 7.042 8.487 -0.480 0.001 -0.531 -8.01310:P.P+C.V-SX 4.989 6.608 -0.034 0.002 -0.032 -2.77711:P.P+C.V-0.3 3.132 4.809 0.372 0.000 0.409 1.71412:P.P+C.V+SX 4.767 6.248 0.018 -0.001 0.005 -2.59113:P.P+C.V+0. 6.624 8.048 -0.388 0.000 -0.436 -7.082
60 36 1:P.P 0.211 -0.018 -0.491 -0.001 0.026 -0.0042:C.V 2.626 1.485 -6.529 0.055 0.687 0.3023:SISMO X -0.097 0.822 0.504 0.047 0.038 0.1714:SISMO Z -0.287 0.295 1.136 0.018 0.291 0.0665:P.P+C.V 2.837 1.467 -7.021 0.054 0.713 0.2986:P.P+C.V+SX+ 1.991 1.783 -4.632 0.080 0.629 0.3677:P.P+C.V+0.3 1.891 1.506 -4.300 0.065 0.762 0.3128:P.P+C.V-SX- 2.265 0.417 -5.899 0.001 0.441 0.0819:P.P+C.V-0.3S 2.365 0.694 -6.231 0.016 0.308 0.13610:P.P+C.V-SX 2.136 0.550 -5.388 0.009 0.572 0.11111:P.P+C.V-0.3 1.935 1.136 -4.527 0.044 0.745 0.23512:P.P+C.V+SX 2.120 1.651 -5.143 0.072 0.498 0.33713:P.P+C.V+0. 2.321 1.064 -6.004 0.037 0.326 0.213
37 1:P.P -0.189 0.018 0.491 0.001 0.072 0.0002:C.V -2.626 -1.485 6.529 -0.055 0.619 -0.0053:SISMO X 0.097 -0.822 -0.504 -0.047 -0.139 -0.0064:SISMO Z 0.287 -0.295 -1.136 -0.018 -0.518 -0.0075:P.P+C.V -2.815 -1.467 7.021 -0.054 0.691 -0.0056:P.P+C.V+SX+ -1.974 -1.783 4.632 -0.080 0.297 -0.010
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 41 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 41 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
7:P.P+C.V+0.3 -1.874 -1.506 4.300 -0.065 0.098 -0.0118:P.P+C.V-SX- -2.248 -0.417 5.899 -0.001 0.739 0.0039:P.P+C.V-0.3S -2.348 -0.694 6.231 -0.016 0.938 0.00310:P.P+C.V-SX -2.119 -0.550 5.388 -0.009 0.505 -0.00111:P.P+C.V-0.3 -1.918 -1.136 4.527 -0.044 0.161 -0.00812:P.P+C.V+SX -2.103 -1.651 5.143 -0.072 0.531 -0.00713:P.P+C.V+0. -2.304 -1.064 6.004 -0.037 0.875 0.000
61 38 1:P.P 0.500 -0.076 -0.000 -0.000 0.000 -0.0672:C.V 6.625 -0.805 0.027 0.000 -0.010 -0.8353:SISMO X -0.507 0.053 -0.000 -0.000 0.004 -0.0584:SISMO Z -1.146 0.187 -0.027 -0.001 0.012 -0.2325:P.P+C.V 7.125 -0.881 0.027 0.000 -0.010 -0.9036:P.P+C.V+SX+ 4.706 -0.579 0.014 -0.000 -0.002 -0.7737:P.P+C.V+0.3 4.370 -0.508 -0.000 -0.001 0.003 -0.8648:P.P+C.V-SX- 5.982 -0.742 0.026 0.001 -0.013 -0.5819:P.P+C.V-0.3S 6.318 -0.813 0.040 0.001 -0.017 -0.49010:P.P+C.V-SX 5.466 -0.658 0.014 0.000 -0.007 -0.68611:P.P+C.V-0.3 4.599 -0.532 0.000 -0.001 0.001 -0.83812:P.P+C.V+SX 5.221 -0.663 0.026 0.000 -0.007 -0.66813:P.P+C.V+0. 6.089 -0.789 0.040 0.001 -0.015 -0.516
70 1:P.P -0.502 0.101 0.000 0.000 0.000 -0.0392:C.V -6.625 0.805 -0.027 -0.000 -0.023 -0.1303:SISMO X 0.507 -0.053 0.000 0.000 -0.003 0.1214:SISMO Z 1.146 -0.187 0.027 0.001 0.020 0.4565:P.P+C.V -7.127 0.906 -0.027 -0.000 -0.023 -0.1696:P.P+C.V+SX+ -4.707 0.598 -0.014 0.000 -0.015 0.0677:P.P+C.V+0.3 -4.372 0.527 0.000 0.001 -0.003 0.2438:P.P+C.V-SX- -5.984 0.761 -0.026 -0.001 -0.019 -0.3219:P.P+C.V-0.3S -6.319 0.831 -0.040 -0.001 -0.032 -0.49710:P.P+C.V-SX -5.468 0.677 -0.014 -0.000 -0.010 -0.11511:P.P+C.V-0.3 -4.600 0.551 -0.000 0.001 -0.001 0.18812:P.P+C.V+SX -5.223 0.682 -0.026 -0.000 -0.024 -0.13913:P.P+C.V+0. -6.091 0.808 -0.040 -0.001 -0.033 -0.442
62 34 1:P.P 0.207 -0.037 0.491 0.000 -0.206 -0.0242:C.V 0.990 1.748 6.530 0.005 -3.114 1.1373:SISMO X 0.097 1.119 -0.495 -0.008 0.454 0.7274:SISMO Z 0.287 0.363 -1.106 0.010 1.163 0.2415:P.P+C.V 1.197 1.711 7.021 0.005 -3.320 1.1136:P.P+C.V+SX+ 1.035 2.204 4.646 -0.000 -1.888 1.4347:P.P+C.V+0.3 1.135 1.807 4.325 0.009 -1.515 1.1798:P.P+C.V-SX- 0.760 0.362 5.886 0.008 -3.093 0.2359:P.P+C.V-0.3S 0.661 0.759 6.207 -0.002 -3.465 0.49010:P.P+C.V-SX 0.890 0.526 5.388 0.012 -2.569 0.34311:P.P+C.V-0.3 1.091 1.304 4.547 0.013 -1.720 0.851
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 42 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 42 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
12:P.P+C.V+SX 0.906 2.041 5.144 -0.005 -2.411 1.32613:P.P+C.V+0. 0.704 1.263 5.984 -0.006 -3.261 0.818
41 1:P.P -0.133 0.037 -0.491 -0.000 -0.113 -0.0002:C.V -0.990 -1.748 -6.530 -0.005 -1.130 -0.0013:SISMO X -0.097 -1.119 0.495 0.008 -0.133 -0.0004:SISMO Z -0.287 -0.363 1.106 -0.010 -0.444 -0.0055:P.P+C.V -1.123 -1.711 -7.021 -0.005 -1.243 -0.0016:P.P+C.V+SX+ -0.980 -2.204 -4.646 0.000 -1.132 -0.0027:P.P+C.V+0.3 -1.080 -1.807 -4.325 -0.009 -1.296 -0.0048:P.P+C.V-SX- -0.705 -0.362 -5.886 -0.008 -0.733 0.0019:P.P+C.V-0.3S -0.606 -0.759 -6.207 0.002 -0.569 0.00310:P.P+C.V-SX -0.834 -0.526 -5.388 -0.012 -0.933 -0.00111:P.P+C.V-0.3 -1.036 -1.304 -4.547 -0.013 -1.236 -0.00412:P.P+C.V+SX -0.851 -2.041 -5.144 0.005 -0.932 0.00013:P.P+C.V+0. -0.649 -1.263 -5.984 0.006 -0.629 0.003
63 39 1:P.P 0.494 -0.007 -0.000 0.000 0.000 -0.0902:C.V 6.566 -0.129 -0.007 -0.000 0.001 -0.9913:SISMO X -0.506 0.053 -0.000 -0.000 0.000 0.0054:SISMO Z -1.142 0.187 -0.003 -0.000 0.003 -0.0075:P.P+C.V 7.060 -0.136 -0.007 -0.000 0.001 -1.0816:P.P+C.V+SX+ 4.659 -0.020 -0.006 -0.000 0.001 -0.8087:P.P+C.V+0.3 4.325 0.051 -0.007 -0.000 0.003 -0.8158:P.P+C.V-SX- 5.931 -0.184 -0.004 -0.000 -0.000 -0.8139:P.P+C.V-0.3S 6.265 -0.254 -0.003 0.000 -0.002 -0.80710:P.P+C.V-SX 5.417 -0.099 -0.006 -0.000 0.001 -0.81611:P.P+C.V-0.3 4.552 0.027 -0.007 -0.000 0.003 -0.81712:P.P+C.V+SX 5.172 -0.105 -0.004 -0.000 -0.000 -0.80513:P.P+C.V+0. 6.037 -0.231 -0.003 0.000 -0.002 -0.804
38 1:P.P -0.496 0.032 0.000 -0.000 -0.000 0.0672:C.V -6.566 0.129 0.007 0.000 0.007 0.8353:SISMO X 0.506 -0.053 0.000 0.000 0.000 0.0584:SISMO Z 1.142 -0.187 0.003 0.000 0.001 0.2325:P.P+C.V -7.062 0.161 0.007 0.000 0.007 0.9036:P.P+C.V+SX+ -4.660 0.039 0.006 0.000 0.006 0.7737:P.P+C.V+0.3 -4.326 -0.032 0.007 0.000 0.006 0.8648:P.P+C.V-SX- -5.933 0.203 0.004 0.000 0.005 0.5819:P.P+C.V-0.3S -6.266 0.273 0.003 -0.000 0.005 0.49010:P.P+C.V-SX -5.419 0.118 0.006 0.000 0.006 0.68611:P.P+C.V-0.3 -4.554 -0.008 0.007 0.000 0.006 0.83812:P.P+C.V+SX -5.174 0.123 0.004 0.000 0.005 0.66813:P.P+C.V+0. -6.039 0.250 0.003 -0.000 0.005 0.516
64 40 1:P.P 0.488 0.063 0.000 -0.000 -0.000 -0.0302:C.V 6.507 0.546 0.001 -0.000 -0.001 -0.3363:SISMO X -0.504 0.053 -0.010 0.000 0.009 0.069
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 43 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 43 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
4:SISMO Z -1.138 0.188 -0.008 0.001 0.005 0.2185:P.P+C.V 6.994 0.609 0.001 -0.000 -0.001 -0.3666:P.P+C.V+SX+ 4.611 0.538 -0.008 0.000 0.006 -0.1737:P.P+C.V+0.3 4.279 0.609 -0.008 0.000 0.005 -0.0958:P.P+C.V-SX- 5.880 0.374 0.010 -0.000 -0.009 -0.3759:P.P+C.V-0.3S 6.212 0.304 0.009 -0.000 -0.007 -0.45410:P.P+C.V-SX 5.368 0.459 0.006 -0.000 -0.006 -0.27711:P.P+C.V-0.3 4.506 0.585 -0.003 0.000 0.001 -0.12612:P.P+C.V+SX 5.123 0.454 -0.004 0.000 0.004 -0.27213:P.P+C.V+0. 5.985 0.327 0.005 -0.000 -0.003 -0.423
39 1:P.P -0.490 -0.038 -0.000 0.000 -0.000 0.0902:C.V -6.507 -0.546 -0.001 0.000 -0.000 0.9913:SISMO X 0.504 -0.053 0.010 -0.000 0.003 -0.0054:SISMO Z 1.138 -0.188 0.008 -0.001 0.005 0.0075:P.P+C.V -6.996 -0.583 -0.001 0.000 -0.000 1.0816:P.P+C.V+SX+ -4.613 -0.520 0.008 -0.000 0.003 0.8087:P.P+C.V+0.3 -4.281 -0.590 0.008 -0.000 0.004 0.8158:P.P+C.V-SX- -5.882 -0.356 -0.010 0.000 -0.004 0.8139:P.P+C.V-0.3S -6.214 -0.285 -0.009 0.000 -0.005 0.80710:P.P+C.V-SX -5.370 -0.440 -0.006 0.000 -0.001 0.81611:P.P+C.V-0.3 -4.508 -0.567 0.003 -0.000 0.003 0.81712:P.P+C.V+SX -5.125 -0.435 0.004 -0.000 0.001 0.80513:P.P+C.V+0. -5.987 -0.309 -0.005 0.000 -0.003 0.804
65 41 1:P.P 0.482 0.132 -0.000 -0.000 0.000 0.1132:C.V 6.447 1.221 -0.007 0.000 0.005 1.1303:SISMO X -0.503 0.053 0.008 0.000 -0.003 0.1334:SISMO Z -1.133 0.188 -0.036 0.002 0.032 0.4445:P.P+C.V 6.929 1.353 -0.007 0.000 0.005 1.2436:P.P+C.V+SX+ 4.565 1.097 -0.008 0.001 0.009 1.1327:P.P+C.V+0.3 4.234 1.168 -0.030 0.002 0.027 1.2968:P.P+C.V-SX- 5.829 0.933 -0.003 -0.001 -0.001 0.7339:P.P+C.V-0.3S 6.159 0.862 0.020 -0.001 -0.019 0.56910:P.P+C.V-SX 5.319 1.017 -0.019 0.000 0.013 0.93311:P.P+C.V-0.3 4.460 1.144 -0.034 0.001 0.029 1.23612:P.P+C.V+SX 5.074 1.012 0.008 -0.000 -0.005 0.93213:P.P+C.V+0. 5.933 0.886 0.023 -0.001 -0.021 0.629
40 1:P.P -0.484 -0.107 0.000 0.000 0.000 0.0302:C.V -6.447 -1.221 0.007 -0.000 0.003 0.3363:SISMO X 0.503 -0.053 -0.008 -0.000 -0.006 -0.0694:SISMO Z 1.133 -0.188 0.036 -0.002 0.011 -0.2185:P.P+C.V -6.931 -1.328 0.007 -0.000 0.003 0.3666:P.P+C.V+SX+ -4.566 -1.078 0.008 -0.001 0.000 0.1737:P.P+C.V+0.3 -4.236 -1.149 0.030 -0.002 0.009 0.0958:P.P+C.V-SX- -5.830 -0.914 0.003 0.001 0.004 0.375
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 44 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 44 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
9:P.P+C.V-0.3S -6.161 -0.843 -0.020 0.001 -0.004 0.45410:P.P+C.V-SX -5.321 -0.999 0.019 -0.000 0.009 0.27711:P.P+C.V-0.3 -4.462 -1.125 0.034 -0.001 0.012 0.12612:P.P+C.V+SX -5.076 -0.994 -0.008 0.000 -0.005 0.27213:P.P+C.V+0. -5.935 -0.867 -0.023 0.001 -0.007 0.423
66 34 1:P.P -0.032 0.297 -0.000 0.000 0.001 0.2902:C.V 1.516 -1.096 0.002 -0.000 -0.004 -1.6123:SISMO X 3.329 -2.362 0.056 -0.000 -0.168 -5.8534:SISMO Z 2.106 -0.756 0.198 0.000 -0.601 -1.8525:P.P+C.V 1.484 -0.798 0.002 -0.000 -0.003 -1.3226:P.P+C.V+SX+ 4.084 -2.541 0.087 0.000 -0.264 -5.7987:P.P+C.V+0.3 3.441 -1.697 0.162 0.000 -0.491 -3.6978:P.P+C.V-SX- -1.858 1.343 -0.085 -0.000 0.259 3.8159:P.P+C.V-0.3S -1.215 0.499 -0.160 -0.000 0.486 1.71510:P.P+C.V-SX -0.910 1.003 0.004 0.000 -0.012 2.98211:P.P+C.V-0.3 1.943 -0.634 0.137 0.000 -0.415 -1.06312:P.P+C.V+SX 3.136 -2.201 -0.002 -0.000 0.007 -4.96413:P.P+C.V+0. 0.283 -0.564 -0.135 -0.000 0.410 -0.919
44 1:P.P 0.032 0.248 0.000 -0.000 0.001 -0.1522:C.V -1.516 1.096 -0.002 0.000 -0.006 -4.5783:SISMO X -3.329 2.362 -0.056 0.000 -0.146 -7.4944:SISMO Z -2.106 0.756 -0.198 -0.000 -0.516 -2.4175:P.P+C.V -1.484 1.344 -0.002 0.000 -0.005 -4.7316:P.P+C.V+SX+ -4.084 2.950 -0.087 -0.000 -0.229 -9.7137:P.P+C.V+0.3 -3.441 2.106 -0.162 -0.000 -0.424 -7.0478:P.P+C.V-SX- 1.858 -0.934 0.085 0.000 0.221 2.6179:P.P+C.V-0.3S 1.215 -0.090 0.160 0.000 0.416 -0.04910:P.P+C.V-SX 0.910 -0.594 -0.004 -0.000 -0.011 1.52911:P.P+C.V-0.3 -1.943 1.043 -0.137 -0.000 -0.358 -3.67512:P.P+C.V+SX -3.136 2.610 0.002 0.000 0.003 -8.62513:P.P+C.V+0. -0.283 0.973 0.135 0.000 0.350 -3.421
67 35 1:P.P 0.000 0.346 -0.000 -0.000 0.001 0.3012:C.V 0.122 6.796 0.000 -0.000 -0.001 10.0603:SISMO X 0.488 -0.398 0.083 0.000 -0.248 -0.2154:SISMO Z 0.952 -0.050 0.270 -0.000 -0.807 0.0095:P.P+C.V 0.122 7.142 0.000 -0.000 -0.000 10.3616:P.P+C.V+SX+ 0.672 5.047 0.123 -0.000 -0.368 7.6127:P.P+C.V+0.3 0.916 5.230 0.221 -0.000 -0.661 7.7298:P.P+C.V-SX- -0.489 5.667 -0.123 -0.000 0.368 7.9309:P.P+C.V-0.3S -0.732 5.484 -0.221 0.000 0.661 7.81310:P.P+C.V-SX -0.060 5.644 -0.002 -0.000 0.005 7.93411:P.P+C.V-0.3 0.696 5.409 0.183 -0.000 -0.549 7.82612:P.P+C.V+SX 0.244 5.070 0.002 0.000 -0.005 7.60813:P.P+C.V+0. -0.513 5.305 -0.183 0.000 0.549 7.716
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 45 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 45 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
45 1:P.P -0.000 0.248 0.000 0.000 0.001 -0.0222:C.V -0.122 8.204 -0.000 0.000 -0.001 -13.9623:SISMO X -0.488 0.398 -0.083 -0.000 -0.223 -2.0344:SISMO Z -0.952 0.050 -0.270 0.000 -0.716 -0.2935:P.P+C.V -0.122 8.451 -0.000 0.000 0.000 -13.9846:P.P+C.V+SX+ -0.672 6.648 -0.123 0.000 -0.328 -12.0807:P.P+C.V+0.3 -0.916 6.466 -0.221 0.000 -0.587 -11.1658:P.P+C.V-SX- 0.489 6.029 0.123 0.000 0.328 -8.8969:P.P+C.V-0.3S 0.732 6.211 0.221 -0.000 0.587 -9.81110:P.P+C.V-SX 0.060 6.051 0.002 0.000 0.006 -9.02811:P.P+C.V-0.3 -0.696 6.287 -0.183 0.000 -0.487 -10.25012:P.P+C.V+SX -0.244 6.626 -0.002 -0.000 -0.006 -11.94813:P.P+C.V+0. 0.513 6.390 0.183 -0.000 0.487 -10.726
68 36 1:P.P -0.011 0.293 -0.000 -0.000 0.001 0.2792:C.V 1.046 -1.725 0.002 -0.000 -0.009 -2.1413:SISMO X 1.744 -2.314 0.074 0.000 -0.224 -5.6054:SISMO Z -1.368 -0.706 0.220 0.001 -0.663 -1.6775:P.P+C.V 1.035 -1.432 0.001 -0.000 -0.008 -1.8636:P.P+C.V+SX+ 1.777 -2.968 0.107 0.000 -0.324 -5.9787:P.P+C.V+0.3 0.143 -2.124 0.183 0.001 -0.554 -3.9168:P.P+C.V-SX- -0.224 0.820 -0.104 -0.001 0.311 3.1849:P.P+C.V-0.3S 1.409 -0.024 -0.181 -0.001 0.542 1.12210:P.P+C.V-SX -0.840 0.502 -0.005 -0.000 0.013 2.42911:P.P+C.V-0.3 -0.642 -1.083 0.150 0.000 -0.453 -1.39412:P.P+C.V+SX 2.392 -2.651 0.007 0.000 -0.025 -5.22413:P.P+C.V+0. 2.194 -1.065 -0.147 -0.000 0.441 -1.401
46 1:P.P 0.011 0.253 0.000 0.000 0.001 -0.1652:C.V -1.046 1.725 -0.002 0.000 -0.001 -7.6043:SISMO X -1.744 2.314 -0.074 -0.000 -0.196 -7.4684:SISMO Z 1.368 0.706 -0.220 -0.001 -0.582 -2.3135:P.P+C.V -1.035 1.977 -0.001 0.000 -0.000 -7.7696:P.P+C.V+SX+ -1.777 3.377 -0.107 -0.000 -0.278 -11.9487:P.P+C.V+0.3 -0.143 2.533 -0.183 -0.001 -0.481 -9.2428:P.P+C.V-SX- 0.224 -0.411 0.104 0.001 0.278 0.2959:P.P+C.V-0.3S -1.409 0.433 0.181 0.001 0.481 -2.41210:P.P+C.V-SX 0.840 -0.093 0.005 0.000 0.016 -0.74611:P.P+C.V-0.3 0.642 1.492 -0.150 -0.000 -0.393 -5.88112:P.P+C.V+SX -2.392 3.060 -0.007 -0.000 -0.016 -10.90813:P.P+C.V+0. -2.194 1.474 0.147 0.000 0.392 -5.773
69 37 1:P.P 0.014 0.022 -0.000 -0.000 0.000 0.0002:C.V -1.129 0.283 0.000 -0.000 -0.000 0.0003:SISMO X -0.260 -0.000 0.002 0.000 -0.008 0.0004:SISMO Z -0.249 0.000 0.007 0.000 -0.022 0.0005:P.P+C.V -1.115 0.305 0.000 -0.000 -0.000 0.000
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 46 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 46 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
6:P.P+C.V+SX+ -1.087 0.228 0.004 0.000 -0.011 0.0007:P.P+C.V+0.3 -1.082 0.228 0.006 0.000 -0.018 0.0008:P.P+C.V-SX- -0.585 0.228 -0.003 -0.000 0.010 0.0009:P.P+C.V-0.3S -0.591 0.228 -0.006 -0.000 0.018 0.00010:P.P+C.V-SX -0.697 0.228 -0.000 -0.000 0.001 0.00011:P.P+C.V-0.3 -0.965 0.228 0.005 0.000 -0.015 0.00012:P.P+C.V+SX -0.975 0.228 0.000 0.000 -0.001 0.00013:P.P+C.V+0. -0.708 0.228 -0.005 -0.000 0.015 0.000
47 1:P.P -0.014 0.022 0.000 0.000 0.000 0.0002:C.V 1.129 0.283 -0.000 0.000 -0.000 0.0003:SISMO X 0.260 0.000 -0.002 -0.000 -0.007 0.0004:SISMO Z 0.249 -0.000 -0.007 -0.000 -0.019 0.0005:P.P+C.V 1.115 0.305 -0.000 0.000 0.000 0.0006:P.P+C.V+SX+ 1.087 0.228 -0.004 -0.000 -0.009 0.0007:P.P+C.V+0.3 1.082 0.228 -0.006 -0.000 -0.016 0.0008:P.P+C.V-SX- 0.585 0.228 0.003 0.000 0.009 0.0009:P.P+C.V-0.3S 0.591 0.228 0.006 0.000 0.016 0.00010:P.P+C.V-SX 0.697 0.228 0.000 0.000 0.001 0.00011:P.P+C.V-0.3 0.965 0.228 -0.005 -0.000 -0.013 0.00012:P.P+C.V+SX 0.975 0.228 -0.000 -0.000 -0.001 0.00013:P.P+C.V+0. 0.708 0.228 0.005 0.000 0.013 0.000
70 38 1:P.P -0.000 0.022 0.000 -0.000 0.000 0.0002:C.V -0.017 0.339 -0.000 -0.000 0.001 0.0003:SISMO X 0.038 -0.000 0.001 0.000 -0.004 0.0004:SISMO Z 0.092 -0.000 0.005 -0.000 -0.015 0.0005:P.P+C.V -0.017 0.361 -0.000 -0.000 0.001 0.0006:P.P+C.V+SX+ 0.037 0.271 0.002 -0.000 -0.006 0.0007:P.P+C.V+0.3 0.065 0.271 0.004 -0.000 -0.011 0.0008:P.P+C.V-SX- -0.062 0.271 -0.002 -0.000 0.008 0.0009:P.P+C.V-0.3S -0.091 0.271 -0.004 -0.000 0.013 0.00010:P.P+C.V-SX -0.021 0.271 -0.000 -0.000 0.001 0.00011:P.P+C.V-0.3 0.048 0.271 0.003 -0.000 -0.009 0.00012:P.P+C.V+SX -0.005 0.271 -0.000 -0.000 0.001 0.00013:P.P+C.V+0. -0.073 0.271 -0.003 -0.000 0.011 0.000
48 1:P.P 0.000 0.022 -0.000 0.000 -0.000 0.0002:C.V 0.017 0.339 0.000 0.000 0.001 0.0003:SISMO X -0.038 0.000 -0.001 -0.000 -0.004 0.0004:SISMO Z -0.092 0.000 -0.005 0.000 -0.012 0.0005:P.P+C.V 0.017 0.361 0.000 0.000 0.001 0.0006:P.P+C.V+SX+ -0.037 0.271 -0.002 0.000 -0.005 0.0007:P.P+C.V+0.3 -0.065 0.271 -0.004 0.000 -0.009 0.0008:P.P+C.V-SX- 0.062 0.271 0.002 0.000 0.006 0.0009:P.P+C.V-0.3S 0.091 0.271 0.004 0.000 0.010 0.00010:P.P+C.V-SX 0.021 0.271 0.000 0.000 0.001 0.000
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 47 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 47 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
11:P.P+C.V-0.3 -0.048 0.271 -0.003 0.000 -0.007 0.00012:P.P+C.V+SX 0.005 0.271 0.000 0.000 0.000 0.00013:P.P+C.V+0. 0.073 0.271 0.003 0.000 0.008 0.000
71 39 1:P.P -0.001 0.022 0.000 0.000 0.000 0.0002:C.V 0.040 0.339 0.000 0.000 -0.000 0.0003:SISMO X -0.009 -0.000 0.001 -0.000 -0.004 0.0004:SISMO Z -0.010 -0.000 0.004 -0.000 -0.012 0.0005:P.P+C.V 0.039 0.361 0.000 0.000 -0.000 0.0006:P.P+C.V+SX+ 0.020 0.271 0.002 -0.000 -0.006 0.0007:P.P+C.V+0.3 0.020 0.271 0.003 -0.000 -0.010 0.0008:P.P+C.V-SX- 0.038 0.271 -0.002 0.000 0.005 0.0009:P.P+C.V-0.3S 0.039 0.271 -0.003 0.000 0.010 0.00010:P.P+C.V-SX 0.034 0.271 0.000 0.000 -0.000 0.00011:P.P+C.V-0.3 0.024 0.271 0.003 -0.000 -0.008 0.00012:P.P+C.V+SX 0.025 0.271 0.000 0.000 -0.000 0.00013:P.P+C.V+0. 0.035 0.271 -0.002 0.000 0.008 0.000
49 1:P.P 0.001 0.022 -0.000 -0.000 -0.000 0.0002:C.V -0.040 0.339 -0.000 -0.000 -0.000 0.0003:SISMO X 0.009 0.000 -0.001 0.000 -0.003 0.0004:SISMO Z 0.010 0.000 -0.004 0.000 -0.009 0.0005:P.P+C.V -0.039 0.361 -0.000 -0.000 -0.000 0.0006:P.P+C.V+SX+ -0.020 0.271 -0.002 0.000 -0.004 0.0007:P.P+C.V+0.3 -0.020 0.271 -0.003 0.000 -0.008 0.0008:P.P+C.V-SX- -0.038 0.271 0.002 -0.000 0.004 0.0009:P.P+C.V-0.3S -0.039 0.271 0.003 -0.000 0.007 0.00010:P.P+C.V-SX -0.034 0.271 -0.000 -0.000 -0.000 0.00011:P.P+C.V-0.3 -0.024 0.271 -0.003 0.000 -0.006 0.00012:P.P+C.V+SX -0.025 0.271 -0.000 -0.000 -0.000 0.00013:P.P+C.V+0. -0.035 0.271 0.002 -0.000 0.006 0.000
72 40 1:P.P 0.002 0.022 -0.000 0.000 0.000 0.0002:C.V -0.128 0.339 0.000 0.000 -0.001 0.0003:SISMO X -0.024 -0.000 0.001 -0.000 -0.004 0.0004:SISMO Z -0.120 0.000 0.005 -0.000 -0.016 0.0005:P.P+C.V -0.127 0.361 0.000 0.000 -0.001 0.0006:P.P+C.V+SX+ -0.140 0.271 0.003 0.000 -0.007 0.0007:P.P+C.V+0.3 -0.190 0.271 0.005 0.000 -0.014 0.0008:P.P+C.V-SX- -0.050 0.271 -0.002 0.000 0.006 0.0009:P.P+C.V-0.3S 0.000 0.271 -0.004 0.000 0.012 0.00010:P.P+C.V-SX -0.104 0.271 0.001 0.000 -0.002 0.00011:P.P+C.V-0.3 -0.180 0.271 0.004 0.000 -0.012 0.00012:P.P+C.V+SX -0.086 0.271 0.000 0.000 0.000 0.00013:P.P+C.V+0. -0.010 0.271 -0.003 0.000 0.011 0.000
50 1:P.P -0.002 0.022 0.000 -0.000 0.000 0.0002:C.V 0.128 0.339 -0.000 -0.000 -0.002 0.000
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 48 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 48 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
3:SISMO X 0.024 0.000 -0.001 0.000 -0.003 0.0004:SISMO Z 0.120 -0.000 -0.005 0.000 -0.014 0.0005:P.P+C.V 0.127 0.361 -0.000 -0.000 -0.002 0.0006:P.P+C.V+SX+ 0.140 0.271 -0.003 -0.000 -0.007 0.0007:P.P+C.V+0.3 0.190 0.271 -0.005 -0.000 -0.012 0.0008:P.P+C.V-SX- 0.050 0.271 0.002 -0.000 0.005 0.0009:P.P+C.V-0.3S -0.000 0.271 0.004 -0.000 0.010 0.00010:P.P+C.V-SX 0.104 0.271 -0.001 -0.000 -0.002 0.00011:P.P+C.V-0.3 0.180 0.271 -0.004 -0.000 -0.011 0.00012:P.P+C.V+SX 0.086 0.271 -0.000 -0.000 -0.001 0.00013:P.P+C.V+0. 0.010 0.271 0.003 -0.000 0.008 0.000
73 41 1:P.P 0.038 0.022 0.000 0.000 -0.000 0.0002:C.V -1.819 0.170 0.000 0.000 -0.000 0.0003:SISMO X -0.696 -0.000 0.002 -0.000 -0.005 0.0004:SISMO Z -0.165 -0.000 0.007 0.000 -0.020 0.0005:P.P+C.V -1.781 0.192 0.000 0.000 -0.000 0.0006:P.P+C.V+SX+ -1.895 0.144 0.003 0.000 -0.009 0.0007:P.P+C.V+0.3 -1.616 0.144 0.005 0.000 -0.016 0.0008:P.P+C.V-SX- -0.776 0.144 -0.003 -0.000 0.008 0.0009:P.P+C.V-0.3S -1.055 0.144 -0.005 -0.000 0.016 0.00010:P.P+C.V-SX -0.851 0.144 0.000 0.000 -0.001 0.00011:P.P+C.V-0.3 -1.303 0.144 0.005 0.000 -0.014 0.00012:P.P+C.V+SX -1.821 0.144 -0.000 -0.000 0.000 0.00013:P.P+C.V+0. -1.368 0.144 -0.005 -0.000 0.014 0.000
51 1:P.P -0.038 0.022 -0.000 -0.000 -0.000 0.0002:C.V 1.819 0.170 -0.000 -0.000 -0.000 0.0003:SISMO X 0.696 0.000 -0.002 0.000 -0.005 0.0004:SISMO Z 0.165 0.000 -0.007 -0.000 -0.017 0.0005:P.P+C.V 1.781 0.192 -0.000 -0.000 -0.000 0.0006:P.P+C.V+SX+ 1.895 0.144 -0.003 -0.000 -0.008 0.0007:P.P+C.V+0.3 1.616 0.144 -0.005 -0.000 -0.014 0.0008:P.P+C.V-SX- 0.776 0.144 0.003 0.000 0.007 0.0009:P.P+C.V-0.3S 1.055 0.144 0.005 0.000 0.014 0.00010:P.P+C.V-SX 0.851 0.144 -0.000 -0.000 -0.001 0.00011:P.P+C.V-0.3 1.303 0.144 -0.005 -0.000 -0.012 0.00012:P.P+C.V+SX 1.821 0.144 0.000 0.000 0.000 0.00013:P.P+C.V+0. 1.368 0.144 0.005 0.000 0.012 0.000
74 42 1:P.P 1.764 0.008 0.025 0.000 -0.072 0.0192:C.V 11.812 -0.379 0.484 0.009 -1.392 -1.0633:SISMO X 3.724 2.362 0.872 -0.100 -3.538 9.8624:SISMO Z 4.820 0.735 2.798 -0.315 -11.504 3.0805:P.P+C.V 13.576 -0.372 0.509 0.010 -1.464 -1.0446:P.P+C.V+SX+ 14.059 1.658 1.665 -0.139 -6.340 7.3067:P.P+C.V+0.3 14.635 0.804 2.677 -0.252 -10.522 3.746
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 49 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 49 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
8:P.P+C.V-SX- 6.305 -2.216 -0.902 0.153 4.144 -8.8729:P.P+C.V-0.3S 5.729 -1.362 -1.914 0.266 8.326 -5.31210:P.P+C.V-SX 8.474 -1.885 0.357 0.011 -1.033 -7.48611:P.P+C.V-0.3 12.959 -0.259 2.284 -0.207 -8.930 -0.69212:P.P+C.V+SX 11.890 1.327 0.406 0.003 -1.163 5.92013:P.P+C.V+0. 7.405 -0.299 -1.521 0.221 6.734 -0.874
44 1:P.P -0.870 -0.008 -0.025 -0.000 -0.126 0.0412:C.V -11.812 0.379 -0.484 -0.009 -2.429 -1.9343:SISMO X -3.724 -2.362 -0.872 0.100 -3.352 8.7974:SISMO Z -4.820 -0.735 -2.798 0.315 -10.603 2.7275:P.P+C.V -12.681 0.372 -0.509 -0.010 -2.555 -1.8936:P.P+C.V+SX+ -13.388 -1.658 -1.665 0.139 -6.816 5.7917:P.P+C.V+0.3 -13.964 -0.804 -2.677 0.252 -10.623 2.6058:P.P+C.V-SX- -5.634 2.216 0.902 -0.153 2.984 -8.6329:P.P+C.V-0.3S -5.058 1.362 1.914 -0.266 6.791 -5.44510:P.P+C.V-SX -7.803 1.885 -0.357 -0.011 -1.788 -7.40411:P.P+C.V-0.3 -12.288 0.259 -2.284 0.207 -9.114 -1.35412:P.P+C.V+SX -11.219 -1.327 -0.406 -0.003 -2.045 4.56413:P.P+C.V+0. -6.734 0.299 1.521 -0.221 5.282 -1.486
75 43 1:P.P 1.795 0.007 -0.024 0.000 0.058 0.0172:C.V 17.365 -0.626 -0.488 -0.001 1.166 -1.7213:SISMO X 1.351 2.337 0.763 -0.070 -3.255 9.7704:SISMO Z -3.308 0.664 2.700 -0.270 -11.255 2.7895:P.P+C.V 19.159 -0.619 -0.512 -0.000 1.225 -1.7056:P.P+C.V+SX+ 14.638 1.438 0.796 -0.114 -4.055 6.6777:P.P+C.V+0.3 12.193 0.560 1.812 -0.219 -8.255 3.0128:P.P+C.V-SX- 14.101 -2.366 -1.564 0.113 5.892 -9.2339:P.P+C.V-0.3S 16.546 -1.488 -2.581 0.218 10.092 -5.56910:P.P+C.V-SX 12.612 -2.067 -0.350 -0.008 0.827 -7.97811:P.P+C.V-0.3 11.585 -0.492 1.469 -0.187 -6.791 -1.38512:P.P+C.V+SX 16.127 1.139 -0.419 0.008 1.010 5.42113:P.P+C.V+0. 17.154 -0.436 -2.237 0.186 8.628 -1.172
46 1:P.P -0.901 -0.007 0.024 -0.000 0.134 0.0372:C.V -17.365 0.626 0.488 0.001 2.690 -3.2203:SISMO X -1.351 -2.337 -0.763 0.070 -2.777 8.6884:SISMO Z 3.308 -0.664 -2.700 0.270 -10.073 2.4555:P.P+C.V -18.265 0.619 0.512 0.000 2.824 -3.1836:P.P+C.V+SX+ -13.968 -1.438 -0.796 0.114 -2.231 4.6817:P.P+C.V+0.3 -11.522 -0.560 -1.812 0.219 -6.062 1.4098:P.P+C.V-SX- -13.430 2.366 1.564 -0.113 6.467 -9.4569:P.P+C.V-0.3S -15.876 1.488 2.581 -0.218 10.298 -6.18310:P.P+C.V-SX -11.942 2.067 0.350 0.008 1.934 -8.35111:P.P+C.V-0.3 -10.914 0.492 -1.469 0.187 -4.812 -2.50112:P.P+C.V+SX -15.456 -1.139 0.419 -0.008 2.302 3.577
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 50 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 50 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
13:P.P+C.V+0. -16.483 0.436 2.237 -0.186 9.048 -2.27476 44 1:P.P -0.325 0.421 0.000 -0.000 -0.000 0.277
2:C.V -5.967 6.477 0.004 -0.001 -0.009 5.8373:SISMO X 0.717 1.665 -0.138 -0.002 0.226 3.1714:SISMO Z 3.845 3.700 -0.600 -0.001 0.949 8.8925:P.P+C.V -6.292 6.898 0.004 -0.001 -0.009 6.1146:P.P+C.V+SX+ -3.316 7.255 -0.235 -0.002 0.376 8.9647:P.P+C.V+0.3 -1.674 8.323 -0.478 -0.001 0.756 11.9688:P.P+C.V-SX- -6.122 3.093 0.242 0.001 -0.390 0.2069:P.P+C.V-0.3S -7.764 2.025 0.484 0.000 -0.769 -2.79710:P.P+C.V-SX -4.392 4.758 -0.028 0.001 0.037 4.20811:P.P+C.V-0.3 -1.997 7.574 -0.416 -0.001 0.654 10.54112:P.P+C.V+SX -5.046 5.590 0.035 -0.002 -0.051 4.96313:P.P+C.V+0. -7.441 2.774 0.422 -0.000 -0.667 -1.370
45 1:P.P 0.325 -0.130 -0.000 0.000 -0.000 0.5552:C.V 5.967 -6.477 -0.004 0.001 -0.004 13.7253:SISMO X -0.717 -1.665 0.138 0.002 0.191 1.8574:SISMO Z -3.845 -3.700 0.600 0.001 0.863 2.2815:P.P+C.V 6.292 -6.607 -0.004 0.001 -0.004 14.2796:P.P+C.V+SX+ 3.316 -7.036 0.235 0.002 0.334 12.6157:P.P+C.V+0.3 1.674 -8.104 0.478 0.001 0.687 12.8388:P.P+C.V-SX- 6.122 -2.874 -0.242 -0.001 -0.340 8.8049:P.P+C.V-0.3S 7.764 -1.806 -0.484 -0.000 -0.694 8.58110:P.P+C.V-SX 4.392 -4.539 0.028 -0.001 0.048 9.83011:P.P+C.V-0.3 1.997 -7.355 0.416 0.001 0.602 12.00212:P.P+C.V+SX 5.046 -5.371 -0.035 0.002 -0.054 11.58913:P.P+C.V+0. 7.441 -2.555 -0.422 0.000 -0.608 9.416
77 45 1:P.P -0.326 -0.238 0.000 0.000 -0.000 -0.5552:C.V -5.994 -8.373 -0.032 0.003 0.030 -13.7273:SISMO X 0.400 0.301 -0.416 0.002 0.430 -1.8574:SISMO Z 2.782 3.511 -1.152 0.001 1.173 -2.2795:P.P+C.V -6.320 -8.612 -0.032 0.004 0.030 -14.2816:P.P+C.V+SX+ -3.814 -5.443 -0.595 0.005 0.609 -12.6177:P.P+C.V+0.3 -2.563 -3.758 -0.982 0.004 0.999 -12.8388:P.P+C.V-SX- -5.666 -7.474 0.547 0.001 -0.564 -8.8069:P.P+C.V-0.3S -6.917 -9.160 0.933 0.001 -0.954 -8.58410:P.P+C.V-SX -4.414 -5.894 0.029 0.001 -0.036 -9.83111:P.P+C.V-0.3 -2.743 -3.893 -0.794 0.003 0.806 -12.00312:P.P+C.V+SX -5.066 -7.023 -0.077 0.004 0.081 -11.59113:P.P+C.V+0. -6.737 -9.025 0.746 0.002 -0.761 -9.419
46 1:P.P 0.326 0.440 -0.000 -0.000 -0.000 -0.1542:C.V 5.994 8.373 0.032 -0.003 0.037 -3.7733:SISMO X -0.400 -0.301 0.416 -0.002 0.440 2.4864:SISMO Z -2.782 -3.511 1.152 -0.001 1.234 9.618
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 51 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 51 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
5:P.P+C.V 6.320 8.813 0.032 -0.004 0.037 -3.9286:P.P+C.V+SX+ 3.814 5.594 0.595 -0.005 0.635 1.0837:P.P+C.V+0.3 2.563 3.909 0.982 -0.004 1.052 4.8278:P.P+C.V-SX- 5.666 7.626 -0.547 -0.001 -0.580 -6.9749:P.P+C.V-0.3S 6.917 9.311 -0.933 -0.001 -0.997 -10.71910:P.P+C.V-SX 4.414 6.046 -0.029 -0.001 -0.025 -2.64611:P.P+C.V-0.3 2.743 4.044 0.794 -0.003 0.854 3.70812:P.P+C.V+SX 5.066 7.174 0.077 -0.004 0.080 -3.24613:P.P+C.V+0. 6.737 9.176 -0.746 -0.002 -0.799 -9.600
78 46 1:P.P 0.149 0.039 -0.351 0.001 0.020 0.0082:C.V 1.931 0.586 -6.470 -0.036 1.077 0.1123:SISMO X -0.093 -0.360 -0.011 0.007 0.289 -0.0684:SISMO Z -0.427 -0.014 1.672 0.018 0.450 0.0085:P.P+C.V 2.080 0.625 -6.821 -0.035 1.097 0.1206:P.P+C.V+SX+ 1.394 0.196 -4.748 -0.017 1.140 0.0407:P.P+C.V+0.3 1.219 0.378 -3.864 -0.011 1.225 0.0818:P.P+C.V-SX- 1.726 0.742 -5.483 -0.035 0.505 0.1399:P.P+C.V-0.3S 1.901 0.560 -6.367 -0.041 0.420 0.09910:P.P+C.V-SX 1.534 0.736 -4.731 -0.027 0.707 0.14311:P.P+C.V-0.3 1.261 0.540 -3.859 -0.014 1.095 0.11112:P.P+C.V+SX 1.586 0.202 -5.500 -0.025 0.938 0.03713:P.P+C.V+0. 1.859 0.398 -6.372 -0.038 0.550 0.068
47 1:P.P -0.126 -0.039 0.351 -0.001 0.050 -0.0002:C.V -1.931 -0.586 6.470 0.036 0.217 0.0053:SISMO X 0.093 0.360 0.011 -0.007 -0.286 -0.0044:SISMO Z 0.427 0.014 -1.672 -0.018 -0.784 -0.0115:P.P+C.V -2.057 -0.625 6.821 0.035 0.267 0.0056:P.P+C.V+SX+ -1.377 -0.196 4.748 0.017 -0.191 -0.0017:P.P+C.V+0.3 -1.202 -0.378 3.864 0.011 -0.452 -0.0058:P.P+C.V-SX- -1.709 -0.742 5.483 0.035 0.592 0.0099:P.P+C.V-0.3S -1.884 -0.560 6.367 0.041 0.853 0.01310:P.P+C.V-SX -1.517 -0.736 4.731 0.027 0.239 0.00411:P.P+C.V-0.3 -1.244 -0.540 3.859 0.014 -0.323 -0.00312:P.P+C.V+SX -1.569 -0.202 5.500 0.025 0.162 0.00413:P.P+C.V+0. -1.842 -0.398 6.372 0.038 0.724 0.011
79 48 1:P.P 0.356 -0.047 0.000 0.000 -0.000 -0.0462:C.V 6.514 -0.509 0.016 0.000 -0.011 -0.7143:SISMO X 0.015 0.095 -0.019 -0.001 0.009 -0.1424:SISMO Z -1.670 0.281 -0.049 -0.002 0.020 -0.3555:P.P+C.V 6.870 -0.557 0.017 0.000 -0.011 -0.7606:P.P+C.V+SX+ 4.788 -0.283 -0.013 -0.001 0.003 -0.7567:P.P+C.V+0.3 3.904 -0.185 -0.029 -0.001 0.009 -0.8688:P.P+C.V-SX- 5.517 -0.552 0.038 0.001 -0.019 -0.3849:P.P+C.V-0.3S 6.402 -0.650 0.054 0.002 -0.025 -0.272
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 52 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 52 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
10:P.P+C.V-SX 4.766 -0.425 0.016 0.000 -0.010 -0.54411:P.P+C.V-0.3 3.897 -0.228 -0.020 -0.001 0.005 -0.80412:P.P+C.V+SX 5.539 -0.410 0.009 0.000 -0.006 -0.59713:P.P+C.V+0. 6.408 -0.607 0.045 0.001 -0.021 -0.336
71 1:P.P -0.359 0.073 -0.000 -0.000 -0.000 -0.0262:C.V -6.514 0.509 -0.016 -0.000 -0.009 0.1033:SISMO X -0.015 -0.095 0.019 0.001 0.014 0.2554:SISMO Z 1.670 -0.281 0.049 0.002 0.039 0.6925:P.P+C.V -6.872 0.582 -0.017 -0.000 -0.009 0.0776:P.P+C.V+SX+ -4.790 0.302 0.013 0.001 0.012 0.4057:P.P+C.V+0.3 -3.905 0.204 0.029 0.001 0.026 0.6348:P.P+C.V-SX- -5.519 0.571 -0.038 -0.001 -0.026 -0.2909:P.P+C.V-0.3S -6.403 0.669 -0.054 -0.002 -0.039 -0.51910:P.P+C.V-SX -4.767 0.444 -0.016 -0.000 -0.009 0.02211:P.P+C.V-0.3 -3.899 0.247 0.020 0.001 0.019 0.51912:P.P+C.V+SX -5.541 0.429 -0.009 -0.000 -0.005 0.09313:P.P+C.V+0. -6.410 0.626 -0.045 -0.001 -0.033 -0.404
80 44 1:P.P 0.159 0.053 0.351 -0.001 -0.151 0.0352:C.V 0.549 -0.128 6.449 0.025 -3.406 -0.0803:SISMO X 0.093 -0.829 0.030 0.006 0.180 -0.5374:SISMO Z 0.427 -0.286 -1.610 0.029 1.708 -0.1775:P.P+C.V 0.708 -0.074 6.800 0.024 -3.556 -0.0466:P.P+C.V+SX+ 0.697 -0.742 4.760 0.028 -2.148 -0.4777:P.P+C.V+0.3 0.872 -0.457 3.899 0.040 -1.346 -0.2888:P.P+C.V-SX- 0.365 0.630 5.440 0.007 -3.187 0.4089:P.P+C.V-0.3S 0.190 0.345 6.301 -0.005 -3.989 0.22010:P.P+C.V-SX 0.557 0.501 4.716 0.020 -2.418 0.32811:P.P+C.V-0.3 0.830 -0.084 3.886 0.038 -1.427 -0.04712:P.P+C.V+SX 0.505 -0.613 5.485 0.016 -2.916 -0.39713:P.P+C.V+0. 0.232 -0.028 6.314 -0.002 -3.907 -0.022
51 1:P.P -0.086 -0.053 -0.351 0.001 -0.078 0.0002:C.V -0.549 0.128 -6.449 -0.025 -0.786 -0.0033:SISMO X -0.093 0.829 -0.030 -0.006 -0.200 -0.0024:SISMO Z -0.427 0.286 1.610 -0.029 -0.661 -0.0095:P.P+C.V -0.634 0.074 -6.800 -0.024 -0.864 -0.0036:P.P+C.V+SX+ -0.641 0.742 -4.760 -0.028 -0.946 -0.0067:P.P+C.V+0.3 -0.817 0.457 -3.899 -0.040 -1.189 -0.0098:P.P+C.V-SX- -0.310 -0.630 -5.440 -0.007 -0.349 0.0019:P.P+C.V-0.3S -0.135 -0.345 -6.301 0.005 -0.107 0.00510:P.P+C.V-SX -0.502 -0.501 -4.716 -0.020 -0.647 -0.00211:P.P+C.V-0.3 -0.775 0.084 -3.886 -0.038 -1.099 -0.00812:P.P+C.V+SX -0.449 0.613 -5.485 -0.016 -0.649 -0.00213:P.P+C.V+0. -0.177 0.028 -6.314 0.002 -0.197 0.004
81 49 1:P.P 0.352 -0.000 0.000 -0.000 -0.000 -0.061
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 53 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 53 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
2:C.V 6.469 -0.047 -0.005 -0.000 0.001 -0.7703:SISMO X 0.017 0.095 0.002 0.000 0.001 -0.0284:SISMO Z -1.663 0.282 -0.003 -0.000 0.004 -0.0165:P.P+C.V 6.822 -0.047 -0.005 -0.000 0.001 -0.8316:P.P+C.V+SX+ 4.755 0.099 -0.004 -0.000 0.002 -0.6487:P.P+C.V+0.3 3.873 0.198 -0.006 -0.000 0.003 -0.6428:P.P+C.V-SX- 5.478 -0.170 -0.005 -0.000 -0.001 -0.5999:P.P+C.V-0.3S 6.360 -0.268 -0.002 -0.000 -0.002 -0.60510:P.P+C.V-SX 4.729 -0.043 -0.006 -0.000 0.001 -0.60611:P.P+C.V-0.3 3.865 0.155 -0.007 -0.000 0.003 -0.62912:P.P+C.V+SX 5.503 -0.027 -0.002 -0.000 0.000 -0.64113:P.P+C.V+0. 6.367 -0.225 -0.001 -0.000 -0.002 -0.617
48 1:P.P -0.354 0.025 -0.000 0.000 0.000 0.0462:C.V -6.469 0.047 0.005 0.000 0.006 0.7143:SISMO X -0.017 -0.095 -0.002 -0.000 -0.003 0.1424:SISMO Z 1.663 -0.282 0.003 0.000 0.000 0.3555:P.P+C.V -6.824 0.072 0.005 0.000 0.006 0.7606:P.P+C.V+SX+ -4.756 -0.081 0.004 0.000 0.002 0.7567:P.P+C.V+0.3 -3.874 -0.179 0.006 0.000 0.004 0.8688:P.P+C.V-SX- -5.479 0.188 0.005 0.000 0.006 0.3849:P.P+C.V-0.3S -6.361 0.287 0.002 0.000 0.005 0.27210:P.P+C.V-SX -4.731 0.062 0.006 0.000 0.006 0.54411:P.P+C.V-0.3 -3.867 -0.136 0.007 0.000 0.005 0.80412:P.P+C.V+SX -5.505 0.046 0.002 0.000 0.002 0.59713:P.P+C.V+0. -6.369 0.244 0.001 0.000 0.004 0.336
82 50 1:P.P 0.348 0.047 -0.000 -0.000 0.000 -0.0202:C.V 6.426 0.416 0.014 -0.000 -0.014 -0.2703:SISMO X 0.016 0.095 -0.003 0.000 0.002 0.0864:SISMO Z -1.663 0.282 -0.007 0.001 0.003 0.3225:P.P+C.V 6.774 0.463 0.014 -0.000 -0.013 -0.2906:P.P+C.V+SX+ 4.718 0.482 0.006 -0.000 -0.008 -0.0817:P.P+C.V+0.3 3.836 0.580 0.004 0.000 -0.007 0.0438:P.P+C.V-SX- 5.442 0.213 0.014 -0.001 -0.012 -0.3549:P.P+C.V-0.3S 6.324 0.115 0.016 -0.001 -0.013 -0.47810:P.P+C.V-SX 4.694 0.340 0.011 -0.000 -0.011 -0.21011:P.P+C.V-0.3 3.829 0.538 0.005 0.000 -0.008 0.00412:P.P+C.V+SX 5.467 0.355 0.010 -0.000 -0.009 -0.22613:P.P+C.V+0. 6.331 0.157 0.015 -0.001 -0.012 -0.440
49 1:P.P -0.350 -0.022 0.000 0.000 0.000 0.0612:C.V -6.426 -0.416 -0.014 0.000 -0.003 0.7703:SISMO X -0.016 -0.095 0.003 -0.000 0.002 0.0284:SISMO Z 1.663 -0.282 0.007 -0.001 0.005 0.0165:P.P+C.V -6.776 -0.438 -0.014 0.000 -0.003 0.8316:P.P+C.V+SX+ -4.720 -0.463 -0.006 0.000 0.000 0.648
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 54 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 54 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
7:P.P+C.V+0.3 -3.838 -0.561 -0.004 -0.000 0.002 0.6428:P.P+C.V-SX- -5.444 -0.194 -0.014 0.001 -0.005 0.5999:P.P+C.V-0.3S -6.326 -0.096 -0.016 0.001 -0.007 0.60510:P.P+C.V-SX -4.695 -0.321 -0.011 0.000 -0.002 0.60611:P.P+C.V-0.3 -3.831 -0.519 -0.005 -0.000 0.002 0.62912:P.P+C.V+SX -5.468 -0.336 -0.010 0.000 -0.002 0.64113:P.P+C.V+0. -6.333 -0.139 -0.015 0.001 -0.006 0.617
83 51 1:P.P 0.344 0.094 0.001 -0.000 -0.000 0.0782:C.V 6.391 0.880 -0.043 0.000 0.030 0.7863:SISMO X 0.019 0.095 -0.016 0.001 0.015 0.2004:SISMO Z -1.653 0.283 -0.074 0.003 0.064 0.6615:P.P+C.V 6.735 0.974 -0.042 0.000 0.029 0.8646:P.P+C.V+SX+ 4.694 0.866 -0.061 0.001 0.048 0.9467:P.P+C.V+0.3 3.816 0.964 -0.091 0.003 0.074 1.1898:P.P+C.V-SX- 5.409 0.596 -0.003 -0.001 -0.004 0.3499:P.P+C.V-0.3S 6.287 0.497 0.027 -0.002 -0.030 0.10710:P.P+C.V-SX 4.666 0.723 -0.036 0.000 0.025 0.64711:P.P+C.V-0.3 3.808 0.921 -0.083 0.002 0.067 1.09912:P.P+C.V+SX 5.437 0.738 -0.027 0.000 0.019 0.64913:P.P+C.V+0. 6.295 0.540 0.020 -0.002 -0.023 0.197
50 1:P.P -0.346 -0.069 -0.001 0.000 -0.000 0.0202:C.V -6.391 -0.880 0.043 -0.000 0.022 0.2703:SISMO X -0.019 -0.095 0.016 -0.001 0.005 -0.0864:SISMO Z 1.653 -0.283 0.074 -0.003 0.024 -0.3225:P.P+C.V -6.738 -0.949 0.042 -0.000 0.021 0.2906:P.P+C.V+SX+ -4.695 -0.847 0.061 -0.001 0.025 0.0817:P.P+C.V+0.3 -3.818 -0.945 0.091 -0.003 0.035 -0.0438:P.P+C.V-SX- -5.411 -0.577 0.003 0.001 0.007 0.3549:P.P+C.V-0.3S -6.289 -0.478 -0.027 0.002 -0.003 0.47810:P.P+C.V-SX -4.667 -0.704 0.036 -0.000 0.018 0.21011:P.P+C.V-0.3 -3.809 -0.903 0.083 -0.002 0.033 -0.00412:P.P+C.V+SX -5.439 -0.719 0.027 -0.000 0.014 0.22613:P.P+C.V+0. -6.297 -0.521 -0.020 0.002 -0.001 0.440
84 45 1:P.P 0.001 0.120 0.000 -0.000 -0.000 0.0222:C.V 0.085 6.647 0.028 -0.002 -0.026 13.9583:SISMO X 0.210 0.966 0.401 0.000 -0.398 2.0304:SISMO Z 0.401 0.138 1.332 0.002 -1.321 0.2915:P.P+C.V 0.086 6.767 0.028 -0.002 -0.026 13.9806:P.P+C.V+SX+ 0.312 5.831 0.621 -0.001 -0.615 12.0737:P.P+C.V+0.3 0.412 5.396 1.110 -0.001 -1.100 11.1608:P.P+C.V-SX- -0.183 4.320 -0.579 -0.002 0.576 8.8979:P.P+C.V-0.3S -0.283 4.755 -1.068 -0.003 1.061 9.81010:P.P+C.V-SX -0.003 4.382 0.020 -0.001 -0.018 9.02811:P.P+C.V-0.3 0.318 4.962 0.930 -0.001 -0.921 10.246
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 55 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 55 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
12:P.P+C.V+SX 0.132 5.769 0.022 -0.002 -0.021 11.94213:P.P+C.V+0. -0.189 5.189 -0.888 -0.003 0.882 10.723
52 1:P.P -0.001 0.100 -0.000 0.000 -0.000 -0.0002:C.V -0.085 -6.647 -0.028 0.002 -0.033 -0.0003:SISMO X -0.210 -0.966 -0.401 -0.000 -0.444 -0.0024:SISMO Z -0.401 -0.138 -1.332 -0.002 -1.476 -0.0015:P.P+C.V -0.086 -6.546 -0.028 0.002 -0.033 -0.0016:P.P+C.V+SX+ -0.312 -5.665 -0.621 0.001 -0.690 -0.0027:P.P+C.V+0.3 -0.412 -5.231 -1.110 0.001 -1.232 -0.0028:P.P+C.V-SX- 0.183 -4.154 0.579 0.002 0.640 0.0019:P.P+C.V-0.3S 0.283 -4.589 1.068 0.003 1.182 0.00110:P.P+C.V-SX 0.003 -4.216 -0.020 0.001 -0.024 0.00111:P.P+C.V-0.3 -0.318 -4.796 -0.930 0.001 -1.032 -0.00112:P.P+C.V+SX -0.132 -5.603 -0.022 0.002 -0.026 -0.00113:P.P+C.V+0. 0.189 -5.024 0.888 0.003 0.983 0.000
85 53 1:P.P -0.001 0.048 -0.000 0.000 0.000 0.0002:C.V -0.593 3.677 -0.025 -0.005 0.035 0.0003:SISMO X 0.200 0.295 0.151 0.000 -0.285 0.0004:SISMO Z 0.814 0.118 0.682 0.000 -1.169 0.0005:P.P+C.V -0.594 3.724 -0.025 -0.005 0.035 0.0006:P.P+C.V+SX+ -0.112 3.041 0.248 -0.003 -0.450 0.0007:P.P+C.V+0.3 0.210 2.949 0.527 -0.003 -0.914 0.0008:P.P+C.V-SX- -0.779 2.545 -0.286 -0.004 0.503 0.0009:P.P+C.V-0.3S -1.101 2.638 -0.565 -0.004 0.967 0.00010:P.P+C.V-SX -0.412 2.598 0.021 -0.003 -0.023 0.00011:P.P+C.V-0.3 0.120 2.816 0.459 -0.003 -0.786 0.00012:P.P+C.V+SX -0.479 2.988 -0.059 -0.003 0.076 0.00013:P.P+C.V+0. -1.011 2.771 -0.497 -0.004 0.839 0.000
1 1:P.P 0.001 -0.048 0.000 -0.000 0.000 0.1442:C.V 0.593 -3.677 0.025 0.005 0.041 11.1043:SISMO X -0.200 -0.295 -0.151 -0.000 -0.171 0.8924:SISMO Z -0.814 -0.118 -0.682 -0.000 -0.891 0.3575:P.P+C.V 0.594 -3.724 0.025 0.005 0.041 11.2486:P.P+C.V+SX+ 0.112 -3.041 -0.248 0.003 -0.298 9.1857:P.P+C.V+0.3 -0.210 -2.949 -0.527 0.003 -0.676 8.9058:P.P+C.V-SX- 0.779 -2.545 0.286 0.004 0.360 7.6869:P.P+C.V-0.3S 1.101 -2.638 0.565 0.004 0.738 7.96710:P.P+C.V-SX 0.412 -2.598 -0.021 0.003 -0.041 7.84711:P.P+C.V-0.3 -0.120 -2.816 -0.459 0.003 -0.599 8.50312:P.P+C.V+SX 0.479 -2.988 0.059 0.003 0.103 9.02413:P.P+C.V+0. 1.011 -2.771 0.497 0.004 0.661 8.368
86 1 1:P.P -0.001 -0.069 0.001 -0.000 -0.001 -0.1442:C.V -0.567 -5.311 0.124 -0.003 -0.087 -11.0993:SISMO X 0.572 -0.427 0.422 -0.000 -0.425 -0.892
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 56 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 56 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
4:SISMO Z 2.068 -0.172 1.195 -0.001 -1.112 -0.3585:P.P+C.V -0.568 -5.380 0.125 -0.004 -0.088 -11.2436:P.P+C.V+SX+ 0.468 -4.394 0.679 -0.003 -0.635 -9.1827:P.P+C.V+0.3 1.254 -4.259 1.084 -0.003 -0.996 -8.9028:P.P+C.V-SX- -1.320 -3.676 -0.491 -0.002 0.503 -7.6839:P.P+C.V-0.3S -2.106 -3.810 -0.897 -0.002 0.864 -7.96310:P.P+C.V-SX -0.390 -3.753 0.046 -0.003 0.002 -7.84411:P.P+C.V-0.3 0.996 -4.067 0.895 -0.003 -0.805 -8.50112:P.P+C.V+SX -0.462 -4.316 0.141 -0.003 -0.134 -9.02113:P.P+C.V+0. -1.848 -4.002 -0.707 -0.002 0.673 -8.364
54 1:P.P 0.001 0.069 -0.001 0.000 -0.002 0.0002:C.V 0.567 5.311 -0.124 0.003 -0.171 0.0003:SISMO X -0.572 0.427 -0.422 0.000 -0.457 0.0004:SISMO Z -2.068 0.172 -1.195 0.001 -1.384 0.0005:P.P+C.V 0.568 5.380 -0.125 0.004 -0.173 0.0006:P.P+C.V+SX+ -0.468 4.394 -0.679 0.003 -0.784 0.0007:P.P+C.V+0.3 -1.254 4.259 -1.084 0.003 -1.271 0.0008:P.P+C.V-SX- 1.320 3.676 0.491 0.002 0.524 0.0009:P.P+C.V-0.3S 2.106 3.810 0.897 0.002 1.011 0.00010:P.P+C.V-SX 0.390 3.753 -0.046 0.003 -0.099 0.00011:P.P+C.V-0.3 -0.996 4.067 -0.895 0.003 -1.065 0.00012:P.P+C.V+SX 0.462 4.316 -0.141 0.003 -0.161 0.00013:P.P+C.V+0. 1.848 4.002 0.707 0.002 0.806 0.000
87 53 1:P.P 0.033 -0.048 0.000 -0.000 -0.001 -0.0222:C.V 3.252 -4.081 -0.013 0.000 0.020 -2.1213:SISMO X 6.326 -0.293 -0.196 0.001 0.286 0.0384:SISMO Z 2.575 -0.110 -0.804 0.003 1.211 -0.0055:P.P+C.V 3.286 -4.128 -0.013 0.000 0.019 -2.1436:P.P+C.V+SX+ 7.788 -3.341 -0.338 0.001 0.501 -1.5807:P.P+C.V+0.3 5.819 -3.245 -0.657 0.002 0.987 -1.6028:P.P+C.V-SX- -2.859 -2.852 0.318 -0.001 -0.473 -1.6349:P.P+C.V-0.3S -0.890 -2.948 0.638 -0.002 -0.958 -1.61210:P.P+C.V-SX -1.700 -2.901 -0.044 0.000 0.072 -1.63611:P.P+C.V-0.3 2.972 -3.113 -0.569 0.002 0.858 -1.61912:P.P+C.V+SX 6.629 -3.291 0.024 0.000 -0.044 -1.57813:P.P+C.V+0. 1.956 -3.080 0.549 -0.002 -0.829 -1.595
4 1:P.P -0.033 0.048 -0.000 0.000 -0.001 -0.1262:C.V -3.252 4.081 0.013 -0.000 0.022 -10.5303:SISMO X -6.326 0.293 0.196 -0.001 0.321 -0.9464:SISMO Z -2.575 0.110 0.804 -0.003 1.283 -0.3385:P.P+C.V -3.286 4.128 0.013 -0.000 0.022 -10.6566:P.P+C.V+SX+ -7.788 3.341 0.338 -0.001 0.546 -8.7777:P.P+C.V+0.3 -5.819 3.245 0.657 -0.002 1.051 -8.4588:P.P+C.V-SX- 2.859 2.852 -0.318 0.001 -0.513 -7.206
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 57 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 57 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
9:P.P+C.V-0.3S 0.890 2.948 -0.638 0.002 -1.018 -7.52610:P.P+C.V-SX 1.700 2.901 0.044 -0.000 0.064 -7.35811:P.P+C.V-0.3 -2.972 3.113 0.569 -0.002 0.906 -8.03212:P.P+C.V+SX -6.629 3.291 -0.024 -0.000 -0.032 -8.62513:P.P+C.V+0. -1.956 3.080 -0.549 0.002 -0.874 -7.951
88 54 1:P.P 0.042 -0.069 -0.000 0.000 0.000 -0.0092:C.V 3.911 -5.899 0.019 0.006 -0.054 -0.8343:SISMO X 5.454 -0.429 -0.323 0.001 0.504 0.0784:SISMO Z 0.541 -0.180 -0.929 0.003 1.421 0.0395:P.P+C.V 3.953 -5.968 0.019 0.007 -0.053 -0.8426:P.P+C.V+SX+ 7.177 -4.838 -0.437 0.006 0.658 -0.5647:P.P+C.V+0.3 4.598 -4.707 -0.756 0.008 1.139 -0.5858:P.P+C.V-SX- -1.248 -4.113 0.465 0.004 -0.738 -0.7009:P.P+C.V-0.3S 1.331 -4.244 0.784 0.002 -1.219 -0.67910:P.P+C.V-SX -1.005 -4.194 0.047 0.005 -0.098 -0.68211:P.P+C.V-0.3 2.143 -4.514 -0.610 0.007 0.912 -0.62012:P.P+C.V+SX 6.934 -4.757 -0.019 0.005 0.018 -0.58213:P.P+C.V+0. 3.786 -4.438 0.638 0.003 -0.992 -0.644
6 1:P.P -0.042 0.069 0.000 -0.000 0.001 -0.2052:C.V -3.911 5.899 -0.019 -0.006 -0.005 -17.4523:SISMO X -5.454 0.429 0.323 -0.001 0.497 -1.4094:SISMO Z -0.541 0.180 0.929 -0.003 1.460 -0.5965:P.P+C.V -3.953 5.968 -0.019 -0.007 -0.004 -17.6576:P.P+C.V+SX+ -7.177 4.838 0.437 -0.006 0.698 -14.4337:P.P+C.V+0.3 -4.598 4.707 0.756 -0.008 1.203 -14.0078:P.P+C.V-SX- 1.248 4.113 -0.465 -0.004 -0.705 -12.0529:P.P+C.V-0.3S -1.331 4.244 -0.784 -0.002 -1.210 -12.47910:P.P+C.V-SX 1.005 4.194 -0.047 -0.005 -0.048 -12.32011:P.P+C.V-0.3 -2.143 4.514 0.610 -0.007 0.980 -13.37312:P.P+C.V+SX -6.934 4.757 0.019 -0.005 0.041 -14.16513:P.P+C.V+0. -3.786 4.438 -0.638 -0.003 -0.986 -13.113
89 54 1:P.P -0.000 0.043 -0.000 0.001 0.000 0.0092:C.V 0.588 4.035 -0.586 0.225 0.006 0.8303:SISMO X 0.002 -0.354 -0.035 -0.047 0.001 -0.0794:SISMO Z 0.008 -0.134 -0.113 -0.036 0.003 -0.0405:P.P+C.V 0.588 4.077 -0.587 0.226 0.007 0.8396:P.P+C.V+SX+ 0.444 2.762 -0.492 0.126 0.006 0.5617:P.P+C.V+0.3 0.447 2.878 -0.532 0.132 0.008 0.5818:P.P+C.V-SX- 0.437 3.354 -0.388 0.213 0.004 0.6979:P.P+C.V-0.3S 0.434 3.239 -0.348 0.208 0.002 0.67710:P.P+C.V-SX 0.441 3.293 -0.439 0.197 0.005 0.67911:P.P+C.V-0.3 0.446 3.037 -0.517 0.153 0.007 0.61712:P.P+C.V+SX 0.441 2.823 -0.441 0.143 0.005 0.57913:P.P+C.V+0. 0.435 3.079 -0.363 0.186 0.003 0.642
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 58 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 58 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
55 1:P.P 0.000 -0.043 0.000 -0.001 -0.000 -0.0002:C.V -0.588 -4.035 0.586 -0.225 0.111 -0.0233:SISMO X -0.002 0.354 0.035 0.047 0.006 0.0084:SISMO Z -0.008 0.134 0.113 0.036 0.019 0.0135:P.P+C.V -0.588 -4.077 0.587 -0.226 0.111 -0.0236:P.P+C.V+SX+ -0.444 -2.762 0.492 -0.126 0.092 -0.0097:P.P+C.V+0.3 -0.447 -2.878 0.532 -0.132 0.099 -0.0068:P.P+C.V-SX- -0.437 -3.354 0.388 -0.213 0.074 -0.0269:P.P+C.V-0.3S -0.434 -3.239 0.348 -0.208 0.067 -0.02910:P.P+C.V-SX -0.441 -3.293 0.439 -0.197 0.083 -0.02111:P.P+C.V-0.3 -0.446 -3.037 0.517 -0.153 0.096 -0.00912:P.P+C.V+SX -0.441 -2.823 0.441 -0.143 0.083 -0.01513:P.P+C.V+0. -0.435 -3.079 0.363 -0.186 0.070 -0.026
90 56 1:P.P 0.000 0.000 0.000 -0.000 -0.000 -0.0002:C.V 0.624 -0.193 0.029 -0.000 0.002 -0.2463:SISMO X 0.012 -0.001 0.012 0.001 -0.009 0.0054:SISMO Z 0.058 -0.003 0.057 0.003 -0.023 0.0155:P.P+C.V 0.625 -0.193 0.030 -0.000 0.002 -0.2466:P.P+C.V+SX+ 0.491 -0.146 0.044 0.001 -0.010 -0.1777:P.P+C.V+0.3 0.515 -0.147 0.068 0.002 -0.017 -0.1728:P.P+C.V-SX- 0.446 -0.143 0.001 -0.001 0.013 -0.1929:P.P+C.V-0.3S 0.422 -0.142 -0.023 -0.002 0.020 -0.19710:P.P+C.V-SX 0.472 -0.144 0.027 -0.000 0.003 -0.18511:P.P+C.V-0.3 0.509 -0.147 0.063 0.002 -0.014 -0.17412:P.P+C.V+SX 0.465 -0.145 0.018 -0.000 0.000 -0.18413:P.P+C.V+0. 0.428 -0.143 -0.018 -0.002 0.016 -0.195
72 1:P.P -0.000 -0.000 -0.000 0.000 -0.000 0.0002:C.V -0.624 0.193 -0.029 0.000 -0.037 0.0143:SISMO X -0.012 0.001 -0.012 -0.001 -0.005 -0.0064:SISMO Z -0.058 0.003 -0.057 -0.003 -0.046 -0.0195:P.P+C.V -0.625 0.193 -0.030 0.000 -0.038 0.0156:P.P+C.V+SX+ -0.491 0.146 -0.044 -0.001 -0.043 0.0027:P.P+C.V+0.3 -0.515 0.147 -0.068 -0.002 -0.064 -0.0058:P.P+C.V-SX- -0.446 0.143 -0.001 0.001 -0.014 0.0209:P.P+C.V-0.3S -0.422 0.142 0.023 0.002 0.008 0.02710:P.P+C.V-SX -0.472 0.144 -0.027 0.000 -0.035 0.01111:P.P+C.V-0.3 -0.509 0.147 -0.063 -0.002 -0.062 -0.00212:P.P+C.V+SX -0.465 0.145 -0.018 0.000 -0.022 0.01113:P.P+C.V+0. -0.428 0.143 0.018 0.002 0.005 0.024
91 53 1:P.P 0.000 0.034 0.000 0.000 -0.000 0.0222:C.V 0.404 3.278 0.607 -0.055 0.000 2.1253:SISMO X -0.002 -0.055 -0.004 -0.001 0.001 -0.0384:SISMO Z -0.008 0.023 -0.010 -0.042 0.003 0.0045:P.P+C.V 0.404 3.311 0.607 -0.054 0.000 2.147
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 59 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 59 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
6:P.P+C.V+SX+ 0.300 2.447 0.450 -0.051 0.001 1.5837:P.P+C.V+0.3 0.297 2.488 0.447 -0.072 0.002 1.6058:P.P+C.V-SX- 0.307 2.520 0.461 -0.030 -0.001 1.6389:P.P+C.V-0.3S 0.310 2.479 0.464 -0.009 -0.002 1.61610:P.P+C.V-SX 0.303 2.530 0.456 -0.049 0.000 1.64011:P.P+C.V-0.3 0.298 2.513 0.449 -0.072 0.002 1.62212:P.P+C.V+SX 0.303 2.437 0.454 -0.032 0.000 1.58113:P.P+C.V+0. 0.309 2.454 0.462 -0.010 -0.002 1.599
57 1:P.P -0.000 -0.034 -0.000 -0.000 -0.000 -0.0002:C.V -0.404 -3.278 -0.607 0.055 -0.395 0.0053:SISMO X 0.002 0.055 0.004 0.001 0.002 0.0024:SISMO Z 0.008 -0.023 0.010 0.042 0.004 0.0115:P.P+C.V -0.404 -3.311 -0.607 0.054 -0.395 0.0056:P.P+C.V+SX+ -0.300 -2.447 -0.450 0.051 -0.294 0.0077:P.P+C.V+0.3 -0.297 -2.488 -0.447 0.072 -0.293 0.0128:P.P+C.V-SX- -0.307 -2.520 -0.461 0.030 -0.298 0.0009:P.P+C.V-0.3S -0.310 -2.479 -0.464 0.009 -0.299 -0.00510:P.P+C.V-SX -0.303 -2.530 -0.456 0.049 -0.296 0.00511:P.P+C.V-0.3 -0.298 -2.513 -0.449 0.072 -0.293 0.01112:P.P+C.V+SX -0.303 -2.437 -0.454 0.032 -0.296 0.00313:P.P+C.V+0. -0.309 -2.454 -0.462 0.010 -0.299 -0.004
92 58 1:P.P 0.000 0.000 -0.000 -0.000 0.000 -0.0002:C.V 0.610 -0.007 -0.001 0.000 -0.001 -0.2553:SISMO X 0.008 -0.002 -0.001 0.000 -0.001 0.0034:SISMO Z 0.043 -0.004 0.007 0.000 -0.007 0.0105:P.P+C.V 0.611 -0.007 -0.001 0.000 -0.001 -0.2556:P.P+C.V+SX+ 0.474 -0.008 0.001 0.000 -0.003 -0.1877:P.P+C.V+0.3 0.492 -0.009 0.005 0.000 -0.006 -0.1838:P.P+C.V-SX- 0.443 -0.003 -0.002 -0.000 0.001 -0.1969:P.P+C.V-0.3S 0.424 -0.002 -0.006 -0.000 0.005 -0.20010:P.P+C.V-SX 0.462 -0.005 0.002 0.000 -0.002 -0.19111:P.P+C.V-0.3 0.489 -0.008 0.005 0.000 -0.006 -0.18412:P.P+C.V+SX 0.454 -0.006 -0.003 -0.000 0.000 -0.19113:P.P+C.V+0. 0.428 -0.003 -0.006 -0.000 0.004 -0.198
56 1:P.P -0.000 -0.000 0.000 0.000 0.000 0.0002:C.V -0.610 0.007 0.001 -0.000 0.002 0.2463:SISMO X -0.008 0.002 0.001 -0.000 0.002 -0.0054:SISMO Z -0.043 0.004 -0.007 -0.000 -0.002 -0.0155:P.P+C.V -0.611 0.007 0.001 -0.000 0.002 0.2466:P.P+C.V+SX+ -0.474 0.008 -0.001 -0.000 0.002 0.1777:P.P+C.V+0.3 -0.492 0.009 -0.005 -0.000 0.000 0.1728:P.P+C.V-SX- -0.443 0.003 0.002 0.000 0.000 0.1929:P.P+C.V-0.3S -0.424 0.002 0.006 0.000 0.002 0.19710:P.P+C.V-SX -0.462 0.005 -0.002 -0.000 -0.000 0.185
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 60 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 60 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
11:P.P+C.V-0.3 -0.489 0.008 -0.005 -0.000 -0.000 0.17412:P.P+C.V+SX -0.454 0.006 0.003 0.000 0.003 0.18413:P.P+C.V+0. -0.428 0.003 0.006 0.000 0.003 0.195
93 59 1:P.P 0.000 0.000 0.000 0.000 -0.000 0.0002:C.V 0.597 0.178 -0.032 0.001 0.032 -0.0413:SISMO X 0.005 -0.002 0.011 -0.000 -0.010 0.0014:SISMO Z 0.033 -0.005 0.013 -0.001 -0.006 0.0045:P.P+C.V 0.597 0.178 -0.031 0.001 0.032 -0.0416:P.P+C.V+SX+ 0.459 0.131 -0.012 -0.000 0.015 -0.0297:P.P+C.V+0.3 0.474 0.129 -0.012 -0.000 0.017 -0.0278:P.P+C.V-SX- 0.437 0.136 -0.035 0.001 0.032 -0.0329:P.P+C.V-0.3S 0.422 0.138 -0.036 0.001 0.031 -0.03410:P.P+C.V-SX 0.452 0.134 -0.029 0.000 0.030 -0.03011:P.P+C.V-0.3 0.472 0.130 -0.017 -0.000 0.021 -0.02812:P.P+C.V+SX 0.444 0.133 -0.018 0.000 0.018 -0.03113:P.P+C.V+0. 0.424 0.137 -0.030 0.001 0.026 -0.034
58 1:P.P -0.000 -0.000 -0.000 -0.000 -0.000 0.0002:C.V -0.597 -0.178 0.032 -0.001 0.006 0.2553:SISMO X -0.005 0.002 -0.011 0.000 -0.004 -0.0034:SISMO Z -0.033 0.005 -0.013 0.001 -0.009 -0.0105:P.P+C.V -0.597 -0.178 0.031 -0.001 0.006 0.2556:P.P+C.V+SX+ -0.459 -0.131 0.012 0.000 -0.001 0.1877:P.P+C.V+0.3 -0.474 -0.129 0.012 0.000 -0.003 0.1838:P.P+C.V-SX- -0.437 -0.136 0.035 -0.001 0.010 0.1969:P.P+C.V-0.3S -0.422 -0.138 0.036 -0.001 0.012 0.20010:P.P+C.V-SX -0.452 -0.134 0.029 -0.000 0.006 0.19111:P.P+C.V-0.3 -0.472 -0.130 0.017 0.000 -0.001 0.18412:P.P+C.V+SX -0.444 -0.133 0.018 -0.000 0.003 0.19113:P.P+C.V+0. -0.424 -0.137 0.030 -0.001 0.010 0.198
94 57 1:P.P 0.001 0.000 -0.000 0.000 0.000 0.0002:C.V 0.576 0.363 0.078 -0.000 -0.054 0.3953:SISMO X 0.001 -0.002 0.004 -0.001 -0.009 -0.0024:SISMO Z 0.014 -0.007 0.085 -0.004 -0.079 -0.0045:P.P+C.V 0.577 0.363 0.078 -0.000 -0.054 0.3956:P.P+C.V+SX+ 0.437 0.269 0.081 -0.002 -0.065 0.2947:P.P+C.V+0.3 0.444 0.267 0.123 -0.003 -0.102 0.2938:P.P+C.V-SX- 0.428 0.275 0.036 0.001 -0.016 0.2989:P.P+C.V-0.3S 0.422 0.278 -0.007 0.003 0.020 0.29910:P.P+C.V-SX 0.435 0.272 0.074 -0.000 -0.051 0.29611:P.P+C.V-0.3 0.443 0.268 0.121 -0.003 -0.097 0.29412:P.P+C.V+SX 0.431 0.272 0.042 0.000 -0.030 0.29613:P.P+C.V+0. 0.422 0.277 -0.005 0.002 0.016 0.299
59 1:P.P -0.001 -0.000 0.000 -0.000 0.000 -0.0002:C.V -0.576 -0.363 -0.078 0.000 -0.039 0.041
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 61 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 61 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
3:SISMO X -0.001 0.002 -0.004 0.001 0.004 -0.0014:SISMO Z -0.014 0.007 -0.085 0.004 -0.024 -0.0045:P.P+C.V -0.577 -0.363 -0.078 0.000 -0.039 0.0416:P.P+C.V+SX+ -0.437 -0.269 -0.081 0.002 -0.032 0.0297:P.P+C.V+0.3 -0.444 -0.267 -0.123 0.003 -0.047 0.0278:P.P+C.V-SX- -0.428 -0.275 -0.036 -0.001 -0.027 0.0329:P.P+C.V-0.3S -0.422 -0.278 0.007 -0.003 -0.012 0.03410:P.P+C.V-SX -0.435 -0.272 -0.074 0.000 -0.038 0.03011:P.P+C.V-0.3 -0.443 -0.268 -0.121 0.003 -0.048 0.02812:P.P+C.V+SX -0.431 -0.272 -0.042 -0.000 -0.021 0.03113:P.P+C.V+0. -0.422 -0.277 0.005 -0.002 -0.010 0.034
95 57 1:P.P -0.034 -0.000 -0.000 -0.000 0.000 0.0002:C.V -3.200 0.093 0.000 0.000 -0.001 0.0003:SISMO X 0.060 0.000 -0.005 0.000 0.008 0.0004:SISMO Z 0.063 0.000 -0.024 0.000 0.036 0.0005:P.P+C.V -3.233 0.093 0.000 0.000 -0.000 0.0006:P.P+C.V+SX+ -2.366 0.070 -0.009 0.000 0.014 0.0007:P.P+C.V+0.3 -2.365 0.070 -0.019 0.000 0.029 0.0008:P.P+C.V-SX- -2.484 0.070 0.010 -0.000 -0.014 0.0009:P.P+C.V-0.3S -2.485 0.070 0.019 -0.000 -0.029 0.00010:P.P+C.V-SX -2.456 0.070 -0.001 0.000 0.002 0.00011:P.P+C.V-0.3 -2.391 0.070 -0.016 0.000 0.025 0.00012:P.P+C.V+SX -2.394 0.070 0.002 0.000 -0.003 0.00013:P.P+C.V+0. -2.459 0.070 0.017 -0.000 -0.026 0.000
11 1:P.P 0.034 0.000 0.000 0.000 0.000 0.0002:C.V 3.200 0.093 -0.000 -0.000 -0.001 0.0003:SISMO X -0.060 -0.000 0.005 -0.000 0.009 0.0004:SISMO Z -0.063 -0.000 0.024 -0.000 0.038 0.0005:P.P+C.V 3.233 0.093 -0.000 -0.000 -0.001 0.0006:P.P+C.V+SX+ 2.366 0.070 0.009 -0.000 0.015 0.0007:P.P+C.V+0.3 2.365 0.070 0.019 -0.000 0.030 0.0008:P.P+C.V-SX- 2.484 0.070 -0.010 0.000 -0.016 0.0009:P.P+C.V-0.3S 2.485 0.070 -0.019 0.000 -0.031 0.00010:P.P+C.V-SX 2.456 0.070 0.001 -0.000 0.001 0.00011:P.P+C.V-0.3 2.391 0.070 0.016 -0.000 0.026 0.00012:P.P+C.V+SX 2.394 0.070 -0.002 -0.000 -0.003 0.00013:P.P+C.V+0. 2.459 0.070 -0.017 0.000 -0.027 0.000
96 59 1:P.P 0.000 0.000 0.000 -0.000 -0.000 0.0002:C.V -0.109 0.186 -0.004 0.000 0.007 0.0003:SISMO X 0.007 0.000 -0.003 0.000 0.006 0.0004:SISMO Z -0.073 0.000 -0.019 -0.000 0.030 0.0005:P.P+C.V -0.109 0.186 -0.004 0.000 0.007 0.0006:P.P+C.V+SX+ -0.093 0.140 -0.010 0.000 0.017 0.0007:P.P+C.V+0.3 -0.135 0.140 -0.018 0.000 0.030 0.000
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 62 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 62 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
8:P.P+C.V-SX- -0.071 0.140 0.004 0.000 -0.005 0.0009:P.P+C.V-0.3S -0.029 0.140 0.012 0.000 -0.018 0.00010:P.P+C.V-SX -0.104 0.140 -0.005 0.000 0.008 0.00011:P.P+C.V-0.3 -0.138 0.140 -0.016 0.000 0.027 0.00012:P.P+C.V+SX -0.060 0.140 -0.001 0.000 0.003 0.00013:P.P+C.V+0. -0.026 0.140 0.010 0.000 -0.016 0.000
10 1:P.P -0.000 -0.000 -0.000 0.000 -0.000 0.0002:C.V 0.109 0.186 0.004 -0.000 0.005 0.0003:SISMO X -0.007 -0.000 0.003 -0.000 0.005 0.0004:SISMO Z 0.073 -0.000 0.019 0.000 0.028 0.0005:P.P+C.V 0.109 0.186 0.004 -0.000 0.005 0.0006:P.P+C.V+SX+ 0.093 0.140 0.010 -0.000 0.014 0.0007:P.P+C.V+0.3 0.135 0.140 0.018 -0.000 0.026 0.0008:P.P+C.V-SX- 0.071 0.140 -0.004 -0.000 -0.006 0.0009:P.P+C.V-0.3S 0.029 0.140 -0.012 -0.000 -0.018 0.00010:P.P+C.V-SX 0.104 0.140 0.005 -0.000 0.006 0.00011:P.P+C.V-0.3 0.138 0.140 0.016 -0.000 0.024 0.00012:P.P+C.V+SX 0.060 0.140 0.001 -0.000 0.001 0.00013:P.P+C.V+0. 0.026 0.140 -0.010 -0.000 -0.016 0.000
97 58 1:P.P -0.000 0.000 0.000 -0.000 -0.000 0.0002:C.V 0.031 0.186 0.003 0.000 -0.005 0.0003:SISMO X -0.012 0.000 -0.003 -0.000 0.005 0.0004:SISMO Z -0.005 0.000 -0.010 -0.000 0.016 0.0005:P.P+C.V 0.031 0.186 0.003 0.000 -0.005 0.0006:P.P+C.V+SX+ 0.013 0.140 -0.002 0.000 0.004 0.0007:P.P+C.V+0.3 0.016 0.140 -0.006 0.000 0.009 0.0008:P.P+C.V-SX- 0.033 0.140 0.007 0.000 -0.011 0.0009:P.P+C.V-0.3S 0.030 0.140 0.010 0.000 -0.017 0.00010:P.P+C.V-SX 0.031 0.140 0.002 0.000 -0.004 0.00011:P.P+C.V-0.3 0.022 0.140 -0.004 0.000 0.007 0.00012:P.P+C.V+SX 0.015 0.140 0.002 0.000 -0.004 0.00013:P.P+C.V+0. 0.024 0.140 0.009 0.000 -0.014 0.000
9 1:P.P 0.000 -0.000 -0.000 0.000 -0.000 0.0002:C.V -0.031 0.186 -0.003 -0.000 -0.004 0.0003:SISMO X 0.012 -0.000 0.003 0.000 0.005 0.0004:SISMO Z 0.005 -0.000 0.010 0.000 0.014 0.0005:P.P+C.V -0.031 0.186 -0.003 -0.000 -0.004 0.0006:P.P+C.V+SX+ -0.013 0.140 0.002 -0.000 0.004 0.0007:P.P+C.V+0.3 -0.016 0.140 0.006 -0.000 0.009 0.0008:P.P+C.V-SX- -0.033 0.140 -0.007 -0.000 -0.010 0.0009:P.P+C.V-0.3S -0.030 0.140 -0.010 -0.000 -0.015 0.00010:P.P+C.V-SX -0.031 0.140 -0.002 -0.000 -0.003 0.00011:P.P+C.V-0.3 -0.022 0.140 0.004 -0.000 0.007 0.00012:P.P+C.V+SX -0.015 0.140 -0.002 -0.000 -0.002 0.000
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 63 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 63 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
13:P.P+C.V+0. -0.024 0.140 -0.009 -0.000 -0.013 0.00098 56 1:P.P 0.000 0.000 0.000 0.000 -0.000 0.000
2:C.V 0.030 0.186 0.003 0.000 -0.004 0.0003:SISMO X 0.012 0.000 -0.004 -0.000 0.007 0.0004:SISMO Z 0.050 0.000 -0.015 -0.000 0.024 0.0005:P.P+C.V 0.031 0.186 0.003 0.000 -0.004 0.0006:P.P+C.V+SX+ 0.043 0.140 -0.005 0.000 0.008 0.0007:P.P+C.V+0.3 0.063 0.140 -0.010 0.000 0.017 0.0008:P.P+C.V-SX- 0.002 0.140 0.009 0.000 -0.014 0.0009:P.P+C.V-0.3S -0.018 0.140 0.014 0.000 -0.023 0.00010:P.P+C.V-SX 0.025 0.140 0.002 0.000 -0.003 0.00011:P.P+C.V-0.3 0.058 0.140 -0.008 0.000 0.014 0.00012:P.P+C.V+SX 0.021 0.140 0.002 0.000 -0.003 0.00013:P.P+C.V+0. -0.012 0.140 0.012 0.000 -0.020 0.000
8 1:P.P -0.000 -0.000 -0.000 -0.000 -0.000 0.0002:C.V -0.030 0.186 -0.003 -0.000 -0.004 0.0003:SISMO X -0.012 -0.000 0.004 0.000 0.006 0.0004:SISMO Z -0.050 -0.000 0.015 0.000 0.022 0.0005:P.P+C.V -0.031 0.186 -0.003 -0.000 -0.004 0.0006:P.P+C.V+SX+ -0.043 0.140 0.005 -0.000 0.006 0.0007:P.P+C.V+0.3 -0.063 0.140 0.010 -0.000 0.015 0.0008:P.P+C.V-SX- -0.002 0.140 -0.009 -0.000 -0.013 0.0009:P.P+C.V-0.3S 0.018 0.140 -0.014 -0.000 -0.021 0.00010:P.P+C.V-SX -0.025 0.140 -0.002 -0.000 -0.003 0.00011:P.P+C.V-0.3 -0.058 0.140 0.008 -0.000 0.012 0.00012:P.P+C.V+SX -0.021 0.140 -0.002 -0.000 -0.004 0.00013:P.P+C.V+0. 0.012 0.140 -0.012 -0.000 -0.019 0.000
99 55 1:P.P -0.037 -0.000 0.000 0.000 -0.000 0.0002:C.V -3.128 0.155 0.004 0.000 -0.007 0.0003:SISMO X 0.117 0.000 -0.010 0.000 0.016 0.0004:SISMO Z -0.097 0.000 -0.029 0.000 0.045 0.0005:P.P+C.V -3.165 0.155 0.004 0.000 -0.008 0.0006:P.P+C.V+SX+ -2.308 0.116 -0.011 0.000 0.017 0.0007:P.P+C.V+0.3 -2.420 0.116 -0.021 0.000 0.032 0.0008:P.P+C.V-SX- -2.439 0.116 0.017 0.000 -0.028 0.0009:P.P+C.V-0.3S -2.327 0.116 0.027 0.000 -0.043 0.00010:P.P+C.V-SX -2.483 0.116 0.004 0.000 -0.008 0.00011:P.P+C.V-0.3 -2.472 0.116 -0.016 0.000 0.024 0.00012:P.P+C.V+SX -2.264 0.116 0.002 0.000 -0.003 0.00013:P.P+C.V+0. -2.275 0.116 0.023 0.000 -0.035 0.000
7 1:P.P 0.037 0.000 -0.000 -0.000 -0.000 0.0002:C.V 3.128 0.155 -0.004 -0.000 -0.005 0.0003:SISMO X -0.117 -0.000 0.010 -0.000 0.016 0.0004:SISMO Z 0.097 -0.000 0.029 -0.000 0.046 0.000
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 64 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 64 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
5:P.P+C.V 3.165 0.155 -0.004 -0.000 -0.005 0.0006:P.P+C.V+SX+ 2.308 0.116 0.011 -0.000 0.018 0.0007:P.P+C.V+0.3 2.420 0.116 0.021 -0.000 0.034 0.0008:P.P+C.V-SX- 2.439 0.116 -0.017 -0.000 -0.026 0.0009:P.P+C.V-0.3S 2.327 0.116 -0.027 -0.000 -0.042 0.00010:P.P+C.V-SX 2.483 0.116 -0.004 -0.000 -0.006 0.00011:P.P+C.V-0.3 2.472 0.116 0.016 -0.000 0.027 0.00012:P.P+C.V+SX 2.264 0.116 -0.002 -0.000 -0.002 0.00013:P.P+C.V+0. 2.275 0.116 -0.023 -0.000 -0.035 0.000
100 60 1:P.P -0.002 0.041 0.000 -0.000 -0.000 0.0002:C.V -0.413 3.417 0.015 0.002 -0.025 0.0003:SISMO X 0.182 -0.395 -0.104 -0.001 0.187 0.0004:SISMO Z 0.766 -0.057 -0.473 -0.001 0.789 0.0005:P.P+C.V -0.415 3.458 0.015 0.002 -0.025 0.0006:P.P+C.V+SX+ -0.003 2.284 -0.173 0.001 0.299 0.0007:P.P+C.V+0.3 0.304 2.462 -0.366 0.001 0.615 0.0008:P.P+C.V-SX- -0.620 2.903 0.196 0.002 -0.336 0.0009:P.P+C.V-0.3S -0.926 2.725 0.389 0.002 -0.653 0.00010:P.P+C.V-SX -0.275 2.877 -0.017 0.002 0.019 0.00011:P.P+C.V-0.3 0.222 2.640 -0.320 0.001 0.531 0.00012:P.P+C.V+SX -0.347 2.310 0.040 0.001 -0.056 0.00013:P.P+C.V+0. -0.845 2.547 0.342 0.002 -0.569 0.000
52 1:P.P 0.002 -0.041 -0.000 0.000 -0.000 0.1242:C.V 0.413 -3.417 -0.015 -0.002 -0.021 10.3193:SISMO X -0.182 0.395 0.104 0.001 0.128 -1.1934:SISMO Z -0.766 0.057 0.473 0.001 0.638 -0.1715:P.P+C.V 0.415 -3.458 -0.015 -0.002 -0.021 10.4436:P.P+C.V+SX+ 0.003 -2.284 0.173 -0.001 0.224 6.8997:P.P+C.V+0.3 -0.304 -2.462 0.366 -0.001 0.491 7.4358:P.P+C.V-SX- 0.620 -2.903 -0.196 -0.002 -0.255 8.7669:P.P+C.V-0.3S 0.926 -2.725 -0.389 -0.002 -0.523 8.22910:P.P+C.V-SX 0.275 -2.877 0.017 -0.002 0.032 8.68911:P.P+C.V-0.3 -0.222 -2.640 0.320 -0.001 0.434 7.97212:P.P+C.V+SX 0.347 -2.310 -0.040 -0.001 -0.063 6.97613:P.P+C.V+0. 0.845 -2.547 -0.342 -0.002 -0.465 7.692
101 52 1:P.P -0.002 -0.059 -0.000 0.000 0.000 -0.1242:C.V -0.385 -4.936 -0.070 0.002 0.054 -10.3173:SISMO X 0.583 0.571 -0.314 0.001 0.316 1.1934:SISMO Z 2.097 0.081 -0.873 0.001 0.838 0.1705:P.P+C.V -0.387 -4.996 -0.071 0.002 0.054 -10.4416:P.P+C.V+SX+ 0.619 -3.300 -0.485 0.003 0.466 -6.8987:P.P+C.V+0.3 1.414 -3.557 -0.779 0.003 0.740 -7.4358:P.P+C.V-SX- -1.199 -4.193 0.379 0.001 -0.385 -8.7649:P.P+C.V-0.3S -1.994 -3.936 0.673 0.001 -0.660 -8.226
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 65 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 65 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
10:P.P+C.V-SX -0.255 -4.157 -0.014 0.001 -0.008 -8.68711:P.P+C.V-0.3 1.152 -3.814 -0.637 0.002 0.598 -7.97212:P.P+C.V+SX -0.325 -3.337 -0.092 0.002 0.089 -6.97413:P.P+C.V+0. -1.732 -3.679 0.531 0.001 -0.517 -7.690
61 1:P.P 0.002 0.059 0.000 -0.000 0.001 0.0002:C.V 0.385 4.936 0.070 -0.002 0.093 0.0003:SISMO X -0.583 -0.571 0.314 -0.001 0.340 0.0004:SISMO Z -2.097 -0.081 0.873 -0.001 0.987 0.0005:P.P+C.V 0.387 4.996 0.071 -0.002 0.094 0.0006:P.P+C.V+SX+ -0.619 3.300 0.485 -0.003 0.547 0.0007:P.P+C.V+0.3 -1.414 3.557 0.779 -0.003 0.887 0.0008:P.P+C.V-SX- 1.199 4.193 -0.379 -0.001 -0.407 0.0009:P.P+C.V-0.3S 1.994 3.936 -0.673 -0.001 -0.746 0.00010:P.P+C.V-SX 0.255 4.157 0.014 -0.001 0.037 0.00011:P.P+C.V-0.3 -1.152 3.814 0.637 -0.002 0.734 0.00012:P.P+C.V+SX 0.325 3.337 0.092 -0.002 0.103 0.00013:P.P+C.V+0. 1.732 3.679 -0.531 -0.001 -0.593 0.000
102 61 1:P.P 0.000 -0.021 -0.001 0.000 0.000 -0.0042:C.V 0.399 -2.360 -0.397 -0.118 0.007 -0.4853:SISMO X 0.001 0.222 -0.028 0.009 0.002 0.0474:SISMO Z 0.005 0.020 -0.092 0.007 0.005 0.0115:P.P+C.V 0.399 -2.382 -0.397 -0.118 0.007 -0.4906:P.P+C.V+SX+ 0.301 -1.615 -0.340 -0.080 0.008 -0.3297:P.P+C.V+0.3 0.303 -1.721 -0.373 -0.081 0.009 -0.3498:P.P+C.V-SX- 0.297 -1.958 -0.256 -0.097 0.003 -0.4059:P.P+C.V-0.3S 0.295 -1.851 -0.222 -0.095 0.001 -0.38610:P.P+C.V-SX 0.299 -1.949 -0.297 -0.094 0.005 -0.40011:P.P+C.V-0.3 0.303 -1.821 -0.361 -0.085 0.008 -0.37012:P.P+C.V+SX 0.299 -1.624 -0.298 -0.083 0.006 -0.33413:P.P+C.V+0. 0.295 -1.751 -0.235 -0.091 0.002 -0.365
62 1:P.P -0.000 0.021 0.001 -0.000 -0.000 0.0002:C.V -0.399 2.360 0.397 0.118 0.073 0.0133:SISMO X -0.001 -0.222 0.028 -0.009 0.004 -0.0034:SISMO Z -0.005 -0.020 0.092 -0.007 0.014 -0.0075:P.P+C.V -0.399 2.382 0.397 0.118 0.072 0.0136:P.P+C.V+SX+ -0.301 1.615 0.340 0.080 0.060 0.0067:P.P+C.V+0.3 -0.303 1.721 0.373 0.081 0.065 0.0048:P.P+C.V-SX- -0.297 1.958 0.256 0.097 0.048 0.0149:P.P+C.V-0.3S -0.295 1.851 0.222 0.095 0.043 0.01610:P.P+C.V-SX -0.299 1.949 0.297 0.094 0.055 0.01111:P.P+C.V-0.3 -0.303 1.821 0.361 0.085 0.064 0.00612:P.P+C.V+SX -0.299 1.624 0.298 0.083 0.054 0.00913:P.P+C.V+0. -0.295 1.751 0.235 0.091 0.045 0.014
103 60 1:P.P -0.000 -0.014 0.000 -0.001 -0.000 -0.009
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 66 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 66 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
2:C.V 0.273 -1.787 0.417 0.031 -0.003 -1.1583:SISMO X -0.001 0.104 -0.001 0.007 0.001 0.0694:SISMO Z -0.005 -0.012 -0.004 0.034 0.003 -0.0015:P.P+C.V 0.273 -1.801 0.417 0.030 -0.003 -1.1676:P.P+C.V+SX+ 0.203 -1.276 0.311 0.036 -0.001 -0.8247:P.P+C.V+0.3 0.201 -1.336 0.310 0.049 0.001 -0.8608:P.P+C.V-SX- 0.207 -1.426 0.314 0.009 -0.003 -0.9279:P.P+C.V-0.3S 0.209 -1.365 0.316 -0.004 -0.005 -0.89010:P.P+C.V-SX 0.205 -1.431 0.313 0.025 -0.002 -0.92711:P.P+C.V-0.3 0.201 -1.383 0.310 0.046 0.000 -0.89212:P.P+C.V+SX 0.205 -1.270 0.313 0.021 -0.002 -0.82313:P.P+C.V+0. 0.209 -1.319 0.316 -0.001 -0.004 -0.859
63 1:P.P 0.000 0.014 -0.000 0.001 -0.000 0.0002:C.V -0.273 1.787 -0.417 -0.031 -0.268 -0.0033:SISMO X 0.001 -0.104 0.001 -0.007 -0.000 -0.0024:SISMO Z 0.005 0.012 0.004 -0.034 -0.001 -0.0075:P.P+C.V -0.273 1.801 -0.417 -0.030 -0.268 -0.0036:P.P+C.V+SX+ -0.203 1.276 -0.311 -0.036 -0.202 -0.0057:P.P+C.V+0.3 -0.201 1.336 -0.310 -0.049 -0.202 -0.0088:P.P+C.V-SX- -0.207 1.426 -0.314 -0.009 -0.201 0.0009:P.P+C.V-0.3S -0.209 1.365 -0.316 0.004 -0.201 0.00310:P.P+C.V-SX -0.205 1.431 -0.313 -0.025 -0.201 -0.00311:P.P+C.V-0.3 -0.201 1.383 -0.310 -0.046 -0.202 -0.00712:P.P+C.V+SX -0.205 1.270 -0.313 -0.021 -0.201 -0.00213:P.P+C.V+0. -0.209 1.319 -0.316 0.001 -0.201 0.002
104 64 1:P.P 0.001 0.000 -0.000 0.000 -0.000 -0.0002:C.V 0.435 -0.130 -0.007 0.000 -0.006 -0.1683:SISMO X 0.012 -0.000 -0.016 -0.000 0.008 0.0034:SISMO Z 0.045 -0.001 -0.046 -0.001 0.017 0.0125:P.P+C.V 0.436 -0.130 -0.007 0.000 -0.006 -0.1686:P.P+C.V+SX+ 0.346 -0.098 -0.027 -0.001 0.006 -0.1217:P.P+C.V+0.3 0.363 -0.099 -0.043 -0.001 0.011 -0.1178:P.P+C.V-SX- 0.308 -0.097 0.017 0.001 -0.014 -0.1329:P.P+C.V-0.3S 0.291 -0.096 0.033 0.001 -0.019 -0.13610:P.P+C.V-SX 0.328 -0.097 -0.004 0.000 -0.006 -0.12611:P.P+C.V-0.3 0.358 -0.098 -0.036 -0.001 0.007 -0.11812:P.P+C.V+SX 0.326 -0.097 -0.006 0.000 -0.002 -0.12713:P.P+C.V+0. 0.296 -0.096 0.026 0.001 -0.015 -0.135
73 1:P.P -0.001 -0.000 0.000 -0.000 0.000 0.0002:C.V -0.435 0.130 0.007 -0.000 0.014 0.0123:SISMO X -0.012 0.000 0.016 0.000 0.011 -0.0044:SISMO Z -0.045 0.001 0.046 0.001 0.038 -0.0145:P.P+C.V -0.436 0.130 0.007 -0.000 0.014 0.0126:P.P+C.V+SX+ -0.346 0.098 0.027 0.001 0.027 0.003
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 67 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 67 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
7:P.P+C.V+0.3 -0.363 0.099 0.043 0.001 0.041 -0.0028:P.P+C.V-SX- -0.308 0.097 -0.017 -0.001 -0.007 0.0159:P.P+C.V-0.3S -0.291 0.096 -0.033 -0.001 -0.021 0.02110:P.P+C.V-SX -0.328 0.097 0.004 -0.000 0.010 0.00911:P.P+C.V-0.3 -0.358 0.098 0.036 0.001 0.036 -0.00012:P.P+C.V+SX -0.326 0.097 0.006 -0.000 0.010 0.01013:P.P+C.V+0. -0.296 0.096 -0.026 -0.001 -0.016 0.019
105 65 1:P.P 0.001 0.000 0.000 -0.000 -0.000 -0.0002:C.V 0.428 -0.004 -0.002 -0.000 0.000 -0.1733:SISMO X 0.008 -0.001 0.002 0.000 0.000 0.0024:SISMO Z 0.034 -0.002 -0.000 -0.000 0.002 0.0095:P.P+C.V 0.429 -0.004 -0.002 -0.000 0.000 -0.1736:P.P+C.V+SX+ 0.335 -0.004 0.000 -0.000 0.001 -0.1267:P.P+C.V+0.3 0.349 -0.005 -0.001 -0.000 0.002 -0.1238:P.P+C.V-SX- 0.308 -0.002 -0.003 -0.000 -0.001 -0.1349:P.P+C.V-0.3S 0.294 -0.001 -0.002 -0.000 -0.002 -0.13710:P.P+C.V-SX 0.323 -0.003 -0.003 -0.000 0.000 -0.13011:P.P+C.V-0.3 0.345 -0.005 -0.002 -0.000 0.002 -0.12412:P.P+C.V+SX 0.320 -0.003 0.000 -0.000 0.000 -0.13013:P.P+C.V+0. 0.298 -0.001 -0.001 -0.000 -0.001 -0.136
64 1:P.P -0.001 -0.000 -0.000 0.000 -0.000 0.0002:C.V -0.428 0.004 0.002 0.000 0.002 0.1683:SISMO X -0.008 0.001 -0.002 -0.000 -0.003 -0.0034:SISMO Z -0.034 0.002 0.000 0.000 -0.002 -0.0125:P.P+C.V -0.429 0.004 0.002 0.000 0.002 0.1686:P.P+C.V+SX+ -0.335 0.004 -0.000 0.000 -0.001 0.1217:P.P+C.V+0.3 -0.349 0.005 0.001 0.000 -0.001 0.1178:P.P+C.V-SX- -0.308 0.002 0.003 0.000 0.004 0.1329:P.P+C.V-0.3S -0.294 0.001 0.002 0.000 0.004 0.13610:P.P+C.V-SX -0.323 0.003 0.003 0.000 0.003 0.12611:P.P+C.V-0.3 -0.345 0.005 0.002 0.000 0.000 0.11812:P.P+C.V+SX -0.320 0.003 -0.000 0.000 -0.000 0.12713:P.P+C.V+0. -0.298 0.001 0.001 0.000 0.002 0.135
106 66 1:P.P 0.001 0.000 -0.000 -0.000 0.000 0.0002:C.V 0.420 0.122 0.019 -0.000 -0.019 -0.0273:SISMO X 0.007 -0.001 -0.003 0.000 0.002 0.0014:SISMO Z 0.030 -0.003 -0.006 0.000 0.002 0.0065:P.P+C.V 0.420 0.122 0.018 -0.000 -0.019 -0.0276:P.P+C.V+SX+ 0.328 0.090 0.011 -0.000 -0.012 -0.0187:P.P+C.V+0.3 0.340 0.089 0.009 0.000 -0.012 -0.0168:P.P+C.V-SX- 0.303 0.092 0.017 -0.001 -0.016 -0.0239:P.P+C.V-0.3S 0.291 0.093 0.019 -0.001 -0.016 -0.02510:P.P+C.V-SX 0.317 0.091 0.014 -0.000 -0.015 -0.02011:P.P+C.V-0.3 0.336 0.089 0.010 -0.000 -0.013 -0.017
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 68 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 68 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
12:P.P+C.V+SX 0.314 0.091 0.013 -0.000 -0.013 -0.02113:P.P+C.V+0. 0.294 0.093 0.017 -0.001 -0.015 -0.025
65 1:P.P -0.001 -0.000 0.000 0.000 0.000 0.0002:C.V -0.420 -0.122 -0.019 0.000 -0.003 0.1733:SISMO X -0.007 0.001 0.003 -0.000 0.001 -0.0024:SISMO Z -0.030 0.003 0.006 -0.000 0.005 -0.0095:P.P+C.V -0.420 -0.122 -0.018 0.000 -0.003 0.1736:P.P+C.V+SX+ -0.328 -0.090 -0.011 0.000 -0.001 0.1267:P.P+C.V+0.3 -0.340 -0.089 -0.009 -0.000 0.001 0.1238:P.P+C.V-SX- -0.303 -0.092 -0.017 0.001 -0.005 0.1349:P.P+C.V-0.3S -0.291 -0.093 -0.019 0.001 -0.006 0.13710:P.P+C.V-SX -0.317 -0.091 -0.014 0.000 -0.002 0.13011:P.P+C.V-0.3 -0.336 -0.089 -0.010 0.000 0.001 0.12412:P.P+C.V+SX -0.314 -0.091 -0.013 0.000 -0.003 0.13013:P.P+C.V+0. -0.294 -0.093 -0.017 0.001 -0.006 0.136
107 63 1:P.P 0.001 0.000 0.000 -0.000 -0.000 0.0002:C.V 0.402 0.246 -0.053 0.000 0.036 0.2683:SISMO X 0.004 -0.001 -0.013 0.001 0.012 0.0004:SISMO Z 0.015 -0.004 -0.059 0.002 0.054 0.0015:P.P+C.V 0.402 0.247 -0.052 0.000 0.036 0.2686:P.P+C.V+SX+ 0.308 0.183 -0.062 0.001 0.048 0.2027:P.P+C.V+0.3 0.314 0.182 -0.087 0.002 0.070 0.2028:P.P+C.V-SX- 0.296 0.187 -0.016 -0.001 0.006 0.2019:P.P+C.V-0.3S 0.290 0.188 0.008 -0.002 -0.016 0.20110:P.P+C.V-SX 0.302 0.185 -0.043 0.000 0.030 0.20111:P.P+C.V-0.3 0.312 0.182 -0.081 0.002 0.065 0.20212:P.P+C.V+SX 0.301 0.185 -0.035 0.000 0.024 0.20113:P.P+C.V+0. 0.292 0.188 0.002 -0.001 -0.010 0.201
66 1:P.P -0.001 -0.000 -0.000 0.000 -0.000 -0.0002:C.V -0.402 -0.246 0.053 -0.000 0.027 0.0273:SISMO X -0.004 0.001 0.013 -0.001 0.003 -0.0014:SISMO Z -0.015 0.004 0.059 -0.002 0.017 -0.0065:P.P+C.V -0.402 -0.247 0.052 -0.000 0.027 0.0276:P.P+C.V+SX+ -0.308 -0.183 0.062 -0.001 0.026 0.0187:P.P+C.V+0.3 -0.314 -0.182 0.087 -0.002 0.034 0.0168:P.P+C.V-SX- -0.296 -0.187 0.016 0.001 0.014 0.0239:P.P+C.V-0.3S -0.290 -0.188 -0.008 0.002 0.006 0.02510:P.P+C.V-SX -0.302 -0.185 0.043 -0.000 0.022 0.02011:P.P+C.V-0.3 -0.312 -0.182 0.081 -0.002 0.032 0.01712:P.P+C.V+SX -0.301 -0.185 0.035 -0.000 0.018 0.02113:P.P+C.V+0. -0.292 -0.188 -0.002 0.001 0.008 0.025
108 51 1:P.P -0.014 -0.000 0.000 0.000 -0.000 0.0002:C.V -1.734 0.063 0.005 0.000 -0.005 0.0003:SISMO X 0.116 0.000 0.004 -0.000 -0.005 0.000
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 69 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 69 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
4:SISMO Z 0.048 0.000 0.018 -0.000 -0.018 0.0005:P.P+C.V -1.749 0.063 0.005 0.000 -0.005 0.0006:P.P+C.V+SX+ -1.214 0.047 0.011 0.000 -0.011 0.0007:P.P+C.V+0.3 -1.250 0.047 0.018 -0.000 -0.018 0.0008:P.P+C.V-SX- -1.409 0.047 -0.003 0.000 0.003 0.0009:P.P+C.V-0.3S -1.373 0.047 -0.010 0.000 0.010 0.00010:P.P+C.V-SX -1.388 0.047 0.005 0.000 -0.005 0.00011:P.P+C.V-0.3 -1.302 0.047 0.016 -0.000 -0.016 0.00012:P.P+C.V+SX -1.235 0.047 0.003 0.000 -0.003 0.00013:P.P+C.V+0. -1.321 0.047 -0.008 0.000 0.008 0.000
63 1:P.P 0.014 0.000 -0.000 -0.000 -0.000 0.0002:C.V 1.734 0.063 -0.005 -0.000 -0.005 0.0003:SISMO X -0.116 -0.000 -0.004 0.000 -0.005 0.0004:SISMO Z -0.048 -0.000 -0.018 0.000 -0.020 0.0005:P.P+C.V 1.749 0.063 -0.005 -0.000 -0.006 0.0006:P.P+C.V+SX+ 1.214 0.047 -0.011 -0.000 -0.012 0.0007:P.P+C.V+0.3 1.250 0.047 -0.018 0.000 -0.020 0.0008:P.P+C.V-SX- 1.409 0.047 0.003 -0.000 0.004 0.0009:P.P+C.V-0.3S 1.373 0.047 0.010 -0.000 0.012 0.00010:P.P+C.V-SX 1.388 0.047 -0.005 -0.000 -0.005 0.00011:P.P+C.V-0.3 1.302 0.047 -0.016 0.000 -0.018 0.00012:P.P+C.V+SX 1.235 0.047 -0.003 -0.000 -0.004 0.00013:P.P+C.V+0. 1.321 0.047 0.008 -0.000 0.009 0.000
109 50 1:P.P 0.001 -0.000 -0.000 0.000 0.000 0.0002:C.V -0.071 0.126 0.007 0.000 -0.007 0.0003:SISMO X -0.010 0.000 0.004 0.000 -0.003 0.0004:SISMO Z -0.054 0.000 0.016 0.000 -0.014 0.0005:P.P+C.V -0.071 0.126 0.007 0.000 -0.007 0.0006:P.P+C.V+SX+ -0.073 0.095 0.012 0.000 -0.010 0.0007:P.P+C.V+0.3 -0.096 0.095 0.018 0.000 -0.016 0.0008:P.P+C.V-SX- -0.033 0.095 -0.001 0.000 0.000 0.0009:P.P+C.V-0.3S -0.010 0.095 -0.008 0.000 0.006 0.00010:P.P+C.V-SX -0.058 0.095 0.006 0.000 -0.006 0.00011:P.P+C.V-0.3 -0.091 0.095 0.016 0.000 -0.015 0.00012:P.P+C.V+SX -0.048 0.095 0.004 0.000 -0.004 0.00013:P.P+C.V+0. -0.015 0.095 -0.006 0.000 0.005 0.000
66 1:P.P -0.001 0.000 0.000 -0.000 0.000 0.0002:C.V 0.071 0.126 -0.007 -0.000 -0.008 0.0003:SISMO X 0.010 -0.000 -0.004 -0.000 -0.005 0.0004:SISMO Z 0.054 -0.000 -0.016 -0.000 -0.020 0.0005:P.P+C.V 0.071 0.126 -0.007 -0.000 -0.008 0.0006:P.P+C.V+SX+ 0.073 0.095 -0.012 -0.000 -0.014 0.0007:P.P+C.V+0.3 0.096 0.095 -0.018 -0.000 -0.022 0.0008:P.P+C.V-SX- 0.033 0.095 0.001 -0.000 0.002 0.000
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 70 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 70 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
9:P.P+C.V-0.3S 0.010 0.095 0.008 -0.000 0.010 0.00010:P.P+C.V-SX 0.058 0.095 -0.006 -0.000 -0.007 0.00011:P.P+C.V-0.3 0.091 0.095 -0.016 -0.000 -0.020 0.00012:P.P+C.V+SX 0.048 0.095 -0.004 -0.000 -0.005 0.00013:P.P+C.V+0. 0.015 0.095 0.006 -0.000 0.008 0.000
110 49 1:P.P -0.000 -0.000 -0.000 0.000 0.000 0.0002:C.V 0.020 0.126 -0.003 -0.000 0.003 0.0003:SISMO X -0.004 0.000 0.000 0.000 0.001 0.0004:SISMO Z -0.006 0.000 0.003 0.000 -0.000 0.0005:P.P+C.V 0.020 0.126 -0.003 -0.000 0.003 0.0006:P.P+C.V+SX+ 0.010 0.095 -0.001 0.000 0.002 0.0007:P.P+C.V+0.3 0.010 0.095 0.001 0.000 0.002 0.0008:P.P+C.V-SX- 0.020 0.095 -0.003 -0.000 0.002 0.0009:P.P+C.V-0.3S 0.020 0.095 -0.005 -0.000 0.002 0.00010:P.P+C.V-SX 0.017 0.095 -0.002 -0.000 0.002 0.00011:P.P+C.V-0.3 0.012 0.095 0.000 0.000 0.002 0.00012:P.P+C.V+SX 0.013 0.095 -0.002 -0.000 0.002 0.00013:P.P+C.V+0. 0.018 0.095 -0.005 -0.000 0.002 0.000
65 1:P.P 0.000 0.000 0.000 -0.000 0.000 0.0002:C.V -0.020 0.126 0.003 0.000 0.003 0.0003:SISMO X 0.004 -0.000 -0.000 -0.000 -0.002 0.0004:SISMO Z 0.006 -0.000 -0.003 -0.000 -0.007 0.0005:P.P+C.V -0.020 0.126 0.003 0.000 0.003 0.0006:P.P+C.V+SX+ -0.010 0.095 0.001 -0.000 -0.000 0.0007:P.P+C.V+0.3 -0.010 0.095 -0.001 -0.000 -0.003 0.0008:P.P+C.V-SX- -0.020 0.095 0.003 0.000 0.005 0.0009:P.P+C.V-0.3S -0.020 0.095 0.005 0.000 0.008 0.00010:P.P+C.V-SX -0.017 0.095 0.002 0.000 0.002 0.00011:P.P+C.V-0.3 -0.012 0.095 -0.000 -0.000 -0.002 0.00012:P.P+C.V+SX -0.013 0.095 0.002 0.000 0.003 0.00013:P.P+C.V+0. -0.018 0.095 0.005 0.000 0.007 0.000
111 48 1:P.P 0.000 -0.000 -0.000 -0.000 0.000 0.0002:C.V 0.005 0.126 -0.004 -0.000 0.004 0.0003:SISMO X 0.017 0.000 0.004 0.000 -0.003 0.0004:SISMO Z 0.046 0.000 0.011 0.000 -0.008 0.0005:P.P+C.V 0.005 0.126 -0.004 -0.000 0.004 0.0006:P.P+C.V+SX+ 0.027 0.095 0.002 -0.000 -0.001 0.0007:P.P+C.V+0.3 0.042 0.095 0.006 -0.000 -0.004 0.0008:P.P+C.V-SX- -0.020 0.095 -0.008 -0.000 0.007 0.0009:P.P+C.V-0.3S -0.035 0.095 -0.012 -0.000 0.010 0.00010:P.P+C.V-SX 0.001 0.095 -0.003 -0.000 0.003 0.00011:P.P+C.V-0.3 0.034 0.095 0.005 -0.000 -0.003 0.00012:P.P+C.V+SX 0.006 0.095 -0.003 -0.000 0.003 0.00013:P.P+C.V+0. -0.027 0.095 -0.011 -0.000 0.009 0.000
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 71 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 71 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
64 1:P.P -0.000 0.000 0.000 0.000 0.000 0.0002:C.V -0.005 0.126 0.004 0.000 0.004 0.0003:SISMO X -0.017 -0.000 -0.004 -0.000 -0.005 0.0004:SISMO Z -0.046 -0.000 -0.011 -0.000 -0.015 0.0005:P.P+C.V -0.005 0.126 0.004 0.000 0.004 0.0006:P.P+C.V+SX+ -0.027 0.095 -0.002 0.000 -0.004 0.0007:P.P+C.V+0.3 -0.042 0.095 -0.006 0.000 -0.010 0.0008:P.P+C.V-SX- 0.020 0.095 0.008 0.000 0.010 0.0009:P.P+C.V-0.3S 0.035 0.095 0.012 0.000 0.015 0.00010:P.P+C.V-SX -0.001 0.095 0.003 0.000 0.003 0.00011:P.P+C.V-0.3 -0.034 0.095 -0.005 0.000 -0.008 0.00012:P.P+C.V+SX -0.006 0.095 0.003 0.000 0.003 0.00013:P.P+C.V+0. 0.027 0.095 0.011 0.000 0.013 0.000
112 47 1:P.P -0.021 -0.000 -0.000 -0.000 0.000 0.0002:C.V -1.867 0.105 -0.007 -0.000 0.007 0.0003:SISMO X 0.169 0.000 0.009 -0.000 -0.009 0.0004:SISMO Z -0.044 0.000 0.026 -0.000 -0.027 0.0005:P.P+C.V -1.888 0.105 -0.007 -0.000 0.007 0.0006:P.P+C.V+SX+ -1.299 0.079 0.007 -0.000 -0.007 0.0007:P.P+C.V+0.3 -1.411 0.079 0.016 -0.000 -0.017 0.0008:P.P+C.V-SX- -1.533 0.079 -0.018 -0.000 0.018 0.0009:P.P+C.V-0.3S -1.421 0.079 -0.027 -0.000 0.027 0.00010:P.P+C.V-SX -1.553 0.079 -0.006 -0.000 0.006 0.00011:P.P+C.V-0.3 -1.487 0.079 0.012 -0.000 -0.013 0.00012:P.P+C.V+SX -1.279 0.079 -0.005 -0.000 0.004 0.00013:P.P+C.V+0. -1.344 0.079 -0.023 -0.000 0.023 0.000
62 1:P.P 0.021 0.000 0.000 0.000 0.000 0.0002:C.V 1.867 0.105 0.007 0.000 0.008 0.0003:SISMO X -0.169 -0.000 -0.009 0.000 -0.010 0.0004:SISMO Z 0.044 -0.000 -0.026 0.000 -0.028 0.0005:P.P+C.V 1.888 0.105 0.007 0.000 0.008 0.0006:P.P+C.V+SX+ 1.299 0.079 -0.007 0.000 -0.008 0.0007:P.P+C.V+0.3 1.411 0.079 -0.016 0.000 -0.017 0.0008:P.P+C.V-SX- 1.533 0.079 0.018 0.000 0.020 0.0009:P.P+C.V-0.3S 1.421 0.079 0.027 0.000 0.030 0.00010:P.P+C.V-SX 1.553 0.079 0.006 0.000 0.007 0.00011:P.P+C.V-0.3 1.487 0.079 -0.012 0.000 -0.013 0.00012:P.P+C.V+SX 1.279 0.079 0.005 0.000 0.005 0.00013:P.P+C.V+0. 1.344 0.079 0.023 0.000 0.025 0.000
113 44 1:P.P 0.014 0.041 -0.001 0.000 0.001 0.0772:C.V 1.772 3.690 0.003 0.003 -0.001 6.5933:SISMO X 0.000 -0.397 0.181 -0.001 -0.186 -0.7644:SISMO Z 0.484 -0.062 0.762 -0.003 -0.777 -0.1325:P.P+C.V 1.786 3.731 0.002 0.003 0.000 6.670
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 72 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 72 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
6:P.P+C.V+SX+ 1.449 2.487 0.309 0.001 -0.314 4.4007:P.P+C.V+0.3 1.703 2.663 0.614 -0.001 -0.624 4.7328:P.P+C.V-SX- 1.230 3.110 -0.305 0.003 0.315 5.6069:P.P+C.V-0.3S 0.976 2.934 -0.610 0.005 0.625 5.27410:P.P+C.V-SX 1.448 3.082 0.037 0.002 -0.035 5.54611:P.P+C.V-0.3 1.702 2.841 0.532 -0.000 -0.540 5.07612:P.P+C.V+SX 1.231 2.515 -0.034 0.002 0.036 4.45913:P.P+C.V+0. 0.976 2.756 -0.529 0.004 0.541 4.930
60 1:P.P -0.014 -0.041 0.001 -0.000 0.001 0.0092:C.V -1.772 -3.690 -0.003 -0.003 -0.006 1.1563:SISMO X -0.000 0.397 -0.181 0.001 -0.194 -0.0684:SISMO Z -0.484 0.062 -0.762 0.003 -0.823 0.0015:P.P+C.V -1.786 -3.731 -0.002 -0.003 -0.005 1.1656:P.P+C.V+SX+ -1.449 -2.487 -0.309 -0.001 -0.334 0.8237:P.P+C.V+0.3 -1.703 -2.663 -0.614 0.001 -0.664 0.8608:P.P+C.V-SX- -1.230 -3.110 0.305 -0.003 0.327 0.9259:P.P+C.V-0.3S -0.976 -2.934 0.610 -0.005 0.657 0.88810:P.P+C.V-SX -1.448 -3.082 -0.037 -0.002 -0.043 0.92611:P.P+C.V-0.3 -1.702 -2.841 -0.532 0.000 -0.577 0.89012:P.P+C.V+SX -1.231 -2.515 0.034 -0.002 0.036 0.82313:P.P+C.V+0. -0.976 -2.756 0.529 -0.004 0.570 0.858
114 46 1:P.P 0.021 0.059 0.001 -0.000 -0.001 0.1202:C.V 2.290 5.335 -0.011 -0.007 -0.001 10.7163:SISMO X -0.536 -0.569 0.319 -0.002 -0.321 -1.1494:SISMO Z -0.893 -0.076 0.920 -0.005 -0.939 -0.1495:P.P+C.V 2.311 5.394 -0.010 -0.007 -0.002 10.8366:P.P+C.V+SX+ 1.130 3.602 0.439 -0.008 -0.454 7.2317:P.P+C.V+0.3 0.943 3.861 0.754 -0.009 -0.779 7.7568:P.P+C.V-SX- 2.337 4.490 -0.454 -0.003 0.450 9.0239:P.P+C.V-0.3S 2.524 4.231 -0.770 -0.001 0.775 8.49810:P.P+C.V-SX 1.935 4.456 -0.040 -0.005 0.027 8.95611:P.P+C.V-0.3 1.184 4.117 0.611 -0.008 -0.634 8.27412:P.P+C.V+SX 1.532 3.636 0.025 -0.006 -0.031 7.29913:P.P+C.V+0. 2.283 3.975 -0.626 -0.002 0.631 7.981
61 1:P.P -0.021 -0.059 -0.001 0.000 -0.001 0.0052:C.V -2.290 -5.335 0.011 0.007 0.025 0.4873:SISMO X 0.536 0.569 -0.319 0.002 -0.349 -0.0464:SISMO Z 0.893 0.076 -0.920 0.005 -0.993 -0.0105:P.P+C.V -2.311 -5.394 0.010 0.007 0.024 0.4926:P.P+C.V+SX+ -1.130 -3.602 -0.439 0.008 -0.468 0.3327:P.P+C.V+0.3 -0.943 -3.861 -0.754 0.009 -0.806 0.3518:P.P+C.V-SX- -2.337 -4.490 0.454 0.003 0.503 0.4069:P.P+C.V-0.3S -2.524 -4.231 0.770 0.001 0.841 0.38710:P.P+C.V-SX -1.935 -4.456 0.040 0.005 0.056 0.401
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 73 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 73 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
11:P.P+C.V-0.3 -1.184 -4.117 -0.611 0.008 -0.649 0.37212:P.P+C.V+SX -1.532 -3.636 -0.025 0.006 -0.021 0.33613:P.P+C.V+0. -2.283 -3.975 0.626 0.002 0.684 0.366
115 67 1:P.P 0.403 -0.072 0.005 -0.000 -0.000 0.0222:C.V 6.795 -1.110 -0.115 -0.002 0.000 -0.0573:SISMO X -0.997 0.075 0.333 0.003 -0.024 -0.1664:SISMO Z -2.012 0.280 0.298 0.007 -0.008 -0.6845:P.P+C.V 7.198 -1.181 -0.110 -0.002 -0.000 -0.0356:P.P+C.V+SX+ 4.198 -0.767 0.234 0.003 -0.020 -0.3047:P.P+C.V+0.3 3.665 -0.659 0.216 0.005 -0.012 -0.5778:P.P+C.V-SX- 6.599 -1.005 -0.399 -0.005 0.020 0.2529:P.P+C.V-0.3S 7.131 -1.113 -0.381 -0.007 0.011 0.52510:P.P+C.V-SX 5.693 -0.879 -0.265 -0.002 0.016 -0.05611:P.P+C.V-0.3 4.114 -0.693 0.067 0.003 -0.001 -0.50212:P.P+C.V+SX 5.103 -0.893 0.100 -0.001 -0.016 0.00413:P.P+C.V+0. 6.683 -1.080 -0.231 -0.006 0.001 0.450
7 1:P.P -0.403 0.072 -0.005 0.000 -0.001 -0.0452:C.V -6.795 1.110 0.115 0.002 0.038 -0.3093:SISMO X 0.997 -0.075 -0.333 -0.003 -0.086 0.1904:SISMO Z 2.012 -0.280 -0.298 -0.007 -0.090 0.7775:P.P+C.V -7.198 1.181 0.110 0.002 0.036 -0.3556:P.P+C.V+SX+ -4.198 0.767 -0.234 -0.003 -0.057 0.0517:P.P+C.V+0.3 -3.665 0.659 -0.216 -0.005 -0.059 0.3598:P.P+C.V-SX- -6.599 1.005 0.399 0.005 0.112 -0.5849:P.P+C.V-0.3S -7.131 1.113 0.381 0.007 0.114 -0.89210:P.P+C.V-SX -5.693 0.879 0.265 0.002 0.071 -0.23411:P.P+C.V-0.3 -4.114 0.693 -0.067 -0.003 -0.021 0.27412:P.P+C.V+SX -5.103 0.893 -0.100 0.001 -0.017 -0.29813:P.P+C.V+0. -6.683 1.080 0.231 0.006 0.076 -0.806
116 68 1:P.P 0.492 -0.101 0.001 0.000 -0.000 0.0402:C.V 6.253 -1.489 0.548 0.001 -0.053 0.1723:SISMO X -0.142 0.060 -0.100 0.001 0.011 -0.1564:SISMO Z -1.041 0.188 -0.048 0.002 0.010 -0.4645:P.P+C.V 6.745 -1.590 0.549 0.001 -0.053 0.2116:P.P+C.V+SX+ 4.718 -1.105 0.326 0.001 -0.029 -0.0637:P.P+C.V+0.3 4.246 -1.038 0.353 0.002 -0.030 -0.2258:P.P+C.V-SX- 5.400 -1.280 0.497 -0.000 -0.050 0.3809:P.P+C.V-0.3S 5.871 -1.347 0.470 -0.001 -0.050 0.54210:P.P+C.V-SX 4.931 -1.195 0.476 0.001 -0.046 0.17111:P.P+C.V-0.3 4.310 -1.065 0.398 0.002 -0.035 -0.15512:P.P+C.V+SX 5.186 -1.190 0.347 0.001 -0.034 0.14713:P.P+C.V+0. 5.807 -1.320 0.425 -0.001 -0.045 0.472
17 1:P.P -0.492 0.101 -0.001 -0.000 -0.000 -0.0732:C.V -6.253 1.489 -0.548 -0.001 -0.128 -0.663
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 74 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 74 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
3:SISMO X 0.142 -0.060 0.100 -0.001 0.022 0.1754:SISMO Z 1.041 -0.188 0.048 -0.002 0.006 0.5275:P.P+C.V -6.745 1.590 -0.549 -0.001 -0.128 -0.7366:P.P+C.V+SX+ -4.718 1.105 -0.326 -0.001 -0.078 -0.3027:P.P+C.V+0.3 -4.246 1.038 -0.353 -0.002 -0.087 -0.1188:P.P+C.V-SX- -5.400 1.280 -0.497 0.000 -0.114 -0.8029:P.P+C.V-0.3S -5.871 1.347 -0.470 0.001 -0.105 -0.98610:P.P+C.V-SX -4.931 1.195 -0.476 -0.001 -0.111 -0.56511:P.P+C.V-0.3 -4.310 1.065 -0.398 -0.002 -0.097 -0.19612:P.P+C.V+SX -5.186 1.190 -0.347 -0.001 -0.081 -0.53913:P.P+C.V+0. -5.807 1.320 -0.425 0.001 -0.095 -0.907
117 69 1:P.P 0.480 -0.101 0.001 0.000 -0.000 0.0412:C.V 7.123 -1.471 0.074 0.000 -0.006 0.0873:SISMO X -0.302 0.050 -0.126 -0.000 0.011 -0.1234:SISMO Z -0.997 0.168 -0.074 -0.001 0.004 -0.4095:P.P+C.V 7.603 -1.572 0.075 0.000 -0.006 0.1286:P.P+C.V+SX+ 5.251 -1.103 -0.054 -0.000 0.004 -0.0887:P.P+C.V+0.3 4.886 -1.042 -0.027 -0.000 0.001 -0.2398:P.P+C.V-SX- 6.153 -1.255 0.167 0.001 -0.014 0.2809:P.P+C.V-0.3S 6.518 -1.316 0.140 0.001 -0.010 0.43110:P.P+C.V-SX 5.704 -1.179 0.134 0.000 -0.012 0.09611:P.P+C.V-0.3 5.022 -1.064 0.029 -0.000 -0.004 -0.18312:P.P+C.V+SX 5.700 -1.179 -0.021 -0.000 0.002 0.09613:P.P+C.V+0. 6.382 -1.294 0.084 0.001 -0.005 0.375
27 1:P.P -0.480 0.101 -0.001 -0.000 -0.000 -0.0742:C.V -7.123 1.471 -0.074 -0.000 -0.018 -0.5723:SISMO X 0.302 -0.050 0.126 0.000 0.031 0.1394:SISMO Z 0.997 -0.168 0.074 0.001 0.020 0.4655:P.P+C.V -7.603 1.572 -0.075 -0.000 -0.019 -0.6466:P.P+C.V+SX+ -5.251 1.103 0.054 0.000 0.014 -0.2767:P.P+C.V+0.3 -4.886 1.042 0.027 0.000 0.008 -0.1058:P.P+C.V-SX- -6.153 1.255 -0.167 -0.001 -0.041 -0.6949:P.P+C.V-0.3S -6.518 1.316 -0.140 -0.001 -0.036 -0.86510:P.P+C.V-SX -5.704 1.179 -0.134 -0.000 -0.032 -0.48511:P.P+C.V-0.3 -5.022 1.064 -0.029 0.000 -0.006 -0.16812:P.P+C.V+SX -5.700 1.179 0.021 0.000 0.005 -0.48513:P.P+C.V+0. -6.382 1.294 -0.084 -0.001 -0.022 -0.802
118 70 1:P.P 0.502 -0.101 0.003 0.000 -0.000 0.0392:C.V 6.685 -1.480 -0.250 -0.000 0.027 0.1303:SISMO X -0.509 0.053 -0.220 -0.001 0.016 -0.1214:SISMO Z -1.151 0.187 -0.141 -0.003 0.002 -0.4565:P.P+C.V 7.187 -1.581 -0.247 -0.000 0.027 0.1696:P.P+C.V+SX+ 4.750 -1.104 -0.382 -0.002 0.032 -0.0677:P.P+C.V+0.3 4.413 -1.034 -0.340 -0.003 0.025 -0.243
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 75 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 75 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
8:P.P+C.V-SX- 6.031 -1.267 0.011 0.002 0.008 0.3219:P.P+C.V-0.3S 6.368 -1.338 -0.030 0.003 0.015 0.49710:P.P+C.V-SX 5.513 -1.183 -0.052 0.000 0.009 0.11511:P.P+C.V-0.3 4.641 -1.058 -0.241 -0.002 0.018 -0.18812:P.P+C.V+SX 5.268 -1.188 -0.318 -0.001 0.031 0.13913:P.P+C.V+0. 6.139 -1.314 -0.129 0.002 0.022 0.442
37 1:P.P -0.502 0.101 -0.003 -0.000 -0.001 -0.0722:C.V -6.685 1.480 0.250 0.000 0.055 -0.6193:SISMO X 0.509 -0.053 0.220 0.001 0.057 0.1394:SISMO Z 1.151 -0.187 0.141 0.003 0.044 0.5185:P.P+C.V -7.187 1.581 0.247 0.000 0.055 -0.6916:P.P+C.V+SX+ -4.750 1.104 0.382 0.002 0.093 -0.2977:P.P+C.V+0.3 -4.413 1.034 0.340 0.003 0.087 -0.0988:P.P+C.V-SX- -6.031 1.267 -0.011 -0.002 -0.011 -0.7399:P.P+C.V-0.3S -6.368 1.338 0.030 -0.003 -0.005 -0.93810:P.P+C.V-SX -5.513 1.183 0.052 -0.000 0.008 -0.50511:P.P+C.V-0.3 -4.641 1.058 0.241 0.002 0.061 -0.16112:P.P+C.V+SX -5.268 1.188 0.318 0.001 0.074 -0.53113:P.P+C.V+0. -6.139 1.314 0.129 -0.002 0.021 -0.875
119 71 1:P.P 0.359 -0.073 -0.004 0.000 0.000 0.0262:C.V 6.573 -0.971 0.152 0.002 -0.007 -0.1033:SISMO X 0.010 0.094 -0.069 -0.002 0.000 -0.2554:SISMO Z -1.684 0.280 -0.191 -0.005 -0.001 -0.6925:P.P+C.V 6.932 -1.044 0.148 0.002 -0.007 -0.0776:P.P+C.V+SX+ 4.827 -0.649 0.016 -0.001 -0.005 -0.4057:P.P+C.V+0.3 3.938 -0.552 -0.048 -0.003 -0.006 -0.6348:P.P+C.V-SX- 5.571 -0.916 0.205 0.004 -0.005 0.2909:P.P+C.V-0.3S 6.460 -1.014 0.270 0.006 -0.004 0.51910:P.P+C.V-SX 4.813 -0.790 0.119 0.001 -0.005 -0.02211:P.P+C.V-0.3 3.933 -0.594 -0.017 -0.002 -0.006 -0.51912:P.P+C.V+SX 5.585 -0.775 0.102 0.001 -0.005 -0.09313:P.P+C.V+0. 6.464 -0.971 0.239 0.005 -0.004 0.404
47 1:P.P -0.359 0.073 0.004 -0.000 0.001 -0.0502:C.V -6.573 0.971 -0.152 -0.002 -0.043 -0.2173:SISMO X -0.010 -0.094 0.069 0.002 0.022 0.2864:SISMO Z 1.684 -0.280 0.191 0.005 0.064 0.7845:P.P+C.V -6.932 1.044 -0.148 -0.002 -0.042 -0.2676:P.P+C.V+SX+ -4.827 0.649 -0.016 0.001 -0.000 0.1917:P.P+C.V+0.3 -3.938 0.552 0.048 0.003 0.022 0.4528:P.P+C.V-SX- -5.571 0.916 -0.205 -0.004 -0.063 -0.5929:P.P+C.V-0.3S -6.460 1.014 -0.270 -0.006 -0.085 -0.85310:P.P+C.V-SX -4.813 0.790 -0.119 -0.001 -0.034 -0.23911:P.P+C.V-0.3 -3.933 0.594 0.017 0.002 0.012 0.32312:P.P+C.V+SX -5.585 0.775 -0.102 -0.001 -0.029 -0.162
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 76 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 76 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
13:P.P+C.V+0. -6.464 0.971 -0.239 -0.005 -0.075 -0.724120 72 1:P.P 0.000 0.000 -0.006 -0.000 0.001 -0.000
2:C.V 0.626 -0.379 -0.907 -0.003 0.065 -0.0143:SISMO X 0.025 -0.000 0.237 0.002 -0.014 0.0064:SISMO Z 0.084 -0.001 0.231 0.006 0.006 0.0195:P.P+C.V 0.626 -0.379 -0.913 -0.003 0.066 -0.0156:P.P+C.V+SX+ 0.507 -0.285 -0.455 0.001 0.040 -0.0027:P.P+C.V+0.3 0.538 -0.285 -0.458 0.003 0.051 0.0058:P.P+C.V-SX- 0.432 -0.284 -0.915 -0.005 0.059 -0.0209:P.P+C.V-0.3S 0.401 -0.284 -0.911 -0.007 0.048 -0.02710:P.P+C.V-SX 0.470 -0.285 -0.811 -0.002 0.061 -0.01111:P.P+C.V-0.3 0.527 -0.285 -0.565 0.002 0.057 0.00212:P.P+C.V+SX 0.469 -0.284 -0.559 -0.002 0.038 -0.01013:P.P+C.V+0. 0.412 -0.284 -0.805 -0.006 0.042 -0.024
55 1:P.P -0.000 -0.000 0.006 0.000 0.001 0.0002:C.V -0.626 0.379 0.907 0.003 0.234 -0.1113:SISMO X -0.025 0.000 -0.237 -0.002 -0.064 -0.0064:SISMO Z -0.084 0.001 -0.231 -0.006 -0.082 -0.0195:P.P+C.V -0.626 0.379 0.913 0.003 0.235 -0.1116:P.P+C.V+SX+ -0.507 0.285 0.455 -0.001 0.110 -0.0927:P.P+C.V+0.3 -0.538 0.285 0.458 -0.003 0.100 -0.0998:P.P+C.V-SX- -0.432 0.284 0.915 0.005 0.243 -0.0749:P.P+C.V-0.3S -0.401 0.284 0.911 0.007 0.252 -0.06710:P.P+C.V-SX -0.470 0.285 0.811 0.002 0.206 -0.08311:P.P+C.V-0.3 -0.527 0.285 0.565 -0.002 0.129 -0.09612:P.P+C.V+SX -0.469 0.284 0.559 0.002 0.147 -0.08313:P.P+C.V+0. -0.412 0.284 0.805 0.006 0.223 -0.070
121 73 1:P.P 0.001 0.000 0.001 0.000 -0.000 -0.0002:C.V 0.428 -0.257 0.493 0.002 -0.036 -0.0123:SISMO X 0.020 0.000 -0.053 -0.001 -0.002 0.0044:SISMO Z 0.066 0.000 -0.065 -0.004 -0.014 0.0145:P.P+C.V 0.429 -0.257 0.494 0.002 -0.036 -0.0126:P.P+C.V+SX+ 0.351 -0.193 0.316 -0.000 -0.032 -0.0037:P.P+C.V+0.3 0.376 -0.192 0.310 -0.001 -0.038 0.0028:P.P+C.V-SX- 0.292 -0.193 0.425 0.003 -0.023 -0.0159:P.P+C.V-0.3S 0.267 -0.193 0.431 0.005 -0.016 -0.02110:P.P+C.V-SX 0.322 -0.193 0.396 0.002 -0.029 -0.00911:P.P+C.V-0.3 0.367 -0.193 0.334 -0.001 -0.037 0.00012:P.P+C.V+SX 0.321 -0.193 0.345 0.001 -0.025 -0.01013:P.P+C.V+0. 0.276 -0.193 0.407 0.004 -0.017 -0.019
62 1:P.P -0.001 -0.000 -0.001 -0.000 -0.000 0.0002:C.V -0.428 0.257 -0.493 -0.002 -0.127 -0.0733:SISMO X -0.020 -0.000 0.053 0.001 0.019 -0.0044:SISMO Z -0.066 -0.000 0.065 0.004 0.035 -0.014
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 77 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 77 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
5:P.P+C.V -0.429 0.257 -0.494 -0.002 -0.127 -0.0726:P.P+C.V+SX+ -0.351 0.193 -0.316 0.000 -0.073 -0.0607:P.P+C.V+0.3 -0.376 0.192 -0.310 0.001 -0.064 -0.0658:P.P+C.V-SX- -0.292 0.193 -0.425 -0.003 -0.117 -0.0489:P.P+C.V-0.3S -0.267 0.193 -0.431 -0.005 -0.126 -0.04310:P.P+C.V-SX -0.322 0.193 -0.396 -0.002 -0.101 -0.05511:P.P+C.V-0.3 -0.367 0.193 -0.334 0.001 -0.073 -0.06412:P.P+C.V+SX -0.321 0.193 -0.345 -0.001 -0.089 -0.05413:P.P+C.V+0. -0.276 0.193 -0.407 -0.004 -0.117 -0.045
122 72 1:P.P -0.006 -0.000 0.000 0.000 -0.000 0.0002:C.V -0.936 0.186 0.015 0.000 -0.028 0.0003:SISMO X 0.226 0.000 -0.013 0.000 0.020 0.0004:SISMO Z 0.174 0.000 -0.026 0.000 0.041 0.0005:P.P+C.V -0.943 0.186 0.015 0.000 -0.028 0.0006:P.P+C.V+SX+ -0.499 0.140 -0.004 0.000 0.003 0.0007:P.P+C.V+0.3 -0.526 0.140 -0.011 0.000 0.014 0.0008:P.P+C.V-SX- -0.915 0.140 0.026 0.000 -0.045 0.0009:P.P+C.V-0.3S -0.888 0.140 0.033 0.000 -0.056 0.00010:P.P+C.V-SX -0.837 0.140 0.015 0.000 -0.027 0.00011:P.P+C.V-0.3 -0.627 0.140 -0.006 0.000 0.005 0.00012:P.P+C.V+SX -0.577 0.140 0.007 0.000 -0.016 0.00013:P.P+C.V+0. -0.787 0.140 0.028 0.000 -0.047 0.000
67 1:P.P 0.006 0.000 -0.000 -0.000 -0.000 0.0002:C.V 0.936 0.186 -0.015 -0.000 -0.017 0.0003:SISMO X -0.226 -0.000 0.013 -0.000 0.020 0.0004:SISMO Z -0.174 -0.000 0.026 -0.000 0.040 0.0005:P.P+C.V 0.943 0.186 -0.015 -0.000 -0.017 0.0006:P.P+C.V+SX+ 0.499 0.140 0.004 -0.000 0.011 0.0007:P.P+C.V+0.3 0.526 0.140 0.011 -0.000 0.022 0.0008:P.P+C.V-SX- 0.915 0.140 -0.026 -0.000 -0.036 0.0009:P.P+C.V-0.3S 0.888 0.140 -0.033 -0.000 -0.047 0.00010:P.P+C.V-SX 0.837 0.140 -0.015 -0.000 -0.018 0.00011:P.P+C.V-0.3 0.627 0.140 0.006 -0.000 0.013 0.00012:P.P+C.V+SX 0.577 0.140 -0.007 -0.000 -0.007 0.00013:P.P+C.V+0. 0.787 0.140 -0.028 -0.000 -0.038 0.000
123 67 1:P.P -0.001 -0.000 -0.000 0.000 0.000 0.0002:C.V -1.028 0.339 -0.001 0.000 0.002 0.0003:SISMO X 0.552 -0.000 -0.002 0.000 0.006 0.0004:SISMO Z 0.418 0.000 -0.005 -0.000 0.011 0.0005:P.P+C.V -1.029 0.339 -0.001 0.000 0.002 0.0006:P.P+C.V+SX+ -0.264 0.254 -0.003 0.000 0.008 0.0007:P.P+C.V+0.3 -0.334 0.254 -0.005 -0.000 0.011 0.0008:P.P+C.V-SX- -1.279 0.254 0.001 0.000 -0.005 0.0009:P.P+C.V-0.3S -1.209 0.254 0.003 0.000 -0.008 0.000
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 78 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 78 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
10:P.P+C.V-SX -1.091 0.254 -0.001 -0.000 -0.000 0.00011:P.P+C.V-0.3 -0.582 0.254 -0.004 -0.000 0.008 0.00012:P.P+C.V+SX -0.452 0.254 -0.001 0.000 0.003 0.00013:P.P+C.V+0. -0.961 0.254 0.002 0.000 -0.005 0.000
68 1:P.P 0.001 0.000 0.000 -0.000 0.000 0.0002:C.V 1.028 0.339 0.001 -0.000 0.006 0.0003:SISMO X -0.552 0.000 0.002 -0.000 0.005 0.0004:SISMO Z -0.418 -0.000 0.005 0.000 0.015 0.0005:P.P+C.V 1.029 0.339 0.001 -0.000 0.006 0.0006:P.P+C.V+SX+ 0.264 0.254 0.003 -0.000 0.011 0.0007:P.P+C.V+0.3 0.334 0.254 0.005 0.000 0.017 0.0008:P.P+C.V-SX- 1.279 0.254 -0.001 -0.000 -0.003 0.0009:P.P+C.V-0.3S 1.209 0.254 -0.003 -0.000 -0.008 0.00010:P.P+C.V-SX 1.091 0.254 0.001 0.000 0.004 0.00011:P.P+C.V-0.3 0.582 0.254 0.004 0.000 0.015 0.00012:P.P+C.V+SX 0.452 0.254 0.001 -0.000 0.004 0.00013:P.P+C.V+0. 0.961 0.254 -0.002 -0.000 -0.006 0.000
124 68 1:P.P 0.000 0.000 -0.000 -0.000 0.000 0.0002:C.V -0.435 0.339 -0.002 0.000 0.006 0.0003:SISMO X 0.436 0.000 0.001 -0.000 -0.002 0.0004:SISMO Z 0.345 0.000 0.000 -0.000 -0.003 0.0005:P.P+C.V -0.435 0.339 -0.002 0.000 0.006 0.0006:P.P+C.V+SX+ 0.078 0.254 -0.001 0.000 0.002 0.0007:P.P+C.V+0.3 0.030 0.254 -0.001 0.000 0.002 0.0008:P.P+C.V-SX- -0.731 0.254 -0.002 0.000 0.007 0.0009:P.P+C.V-0.3S -0.683 0.254 -0.002 0.000 0.008 0.00010:P.P+C.V-SX -0.576 0.254 -0.002 0.000 0.006 0.00011:P.P+C.V-0.3 -0.166 0.254 -0.001 0.000 0.003 0.00012:P.P+C.V+SX -0.077 0.254 -0.001 0.000 0.004 0.00013:P.P+C.V+0. -0.487 0.254 -0.002 0.000 0.006 0.000
69 1:P.P -0.000 -0.000 0.000 0.000 0.000 0.0002:C.V 0.435 0.339 0.002 -0.000 0.004 0.0003:SISMO X -0.436 -0.000 -0.001 0.000 -0.002 0.0004:SISMO Z -0.345 -0.000 -0.000 0.000 0.000 0.0005:P.P+C.V 0.435 0.339 0.002 -0.000 0.004 0.0006:P.P+C.V+SX+ -0.078 0.254 0.001 -0.000 0.002 0.0007:P.P+C.V+0.3 -0.030 0.254 0.001 -0.000 0.003 0.0008:P.P+C.V-SX- 0.731 0.254 0.002 -0.000 0.004 0.0009:P.P+C.V-0.3S 0.683 0.254 0.002 -0.000 0.003 0.00010:P.P+C.V-SX 0.576 0.254 0.002 -0.000 0.004 0.00011:P.P+C.V-0.3 0.166 0.254 0.001 -0.000 0.003 0.00012:P.P+C.V+SX 0.077 0.254 0.001 -0.000 0.001 0.00013:P.P+C.V+0. 0.487 0.254 0.002 -0.000 0.002 0.000
125 69 1:P.P 0.001 0.000 -0.000 0.000 0.000 0.000
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 79 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 79 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
2:C.V -0.359 0.339 0.000 -0.000 -0.000 0.0003:SISMO X 0.306 0.000 0.001 -0.000 -0.004 0.0004:SISMO Z 0.274 0.000 0.001 0.000 -0.006 0.0005:P.P+C.V -0.358 0.339 0.000 -0.000 -0.000 0.0006:P.P+C.V+SX+ 0.023 0.254 0.002 -0.000 -0.005 0.0007:P.P+C.V+0.3 0.006 0.254 0.002 -0.000 -0.005 0.0008:P.P+C.V-SX- -0.560 0.254 -0.001 -0.000 0.004 0.0009:P.P+C.V-0.3S -0.543 0.254 -0.001 -0.000 0.005 0.00010:P.P+C.V-SX -0.436 0.254 -0.000 -0.000 0.001 0.00011:P.P+C.V-0.3 -0.132 0.254 0.001 -0.000 -0.004 0.00012:P.P+C.V+SX -0.100 0.254 0.001 -0.000 -0.002 0.00013:P.P+C.V+0. -0.405 0.254 -0.000 -0.000 0.003 0.000
70 1:P.P -0.001 0.000 0.000 -0.000 0.000 0.0002:C.V 0.359 0.339 -0.000 0.000 -0.002 0.0003:SISMO X -0.306 0.000 -0.001 0.000 -0.004 0.0004:SISMO Z -0.274 0.000 -0.001 -0.000 -0.003 0.0005:P.P+C.V 0.358 0.339 -0.000 0.000 -0.002 0.0006:P.P+C.V+SX+ -0.023 0.254 -0.002 0.000 -0.005 0.0007:P.P+C.V+0.3 -0.006 0.254 -0.002 0.000 -0.004 0.0008:P.P+C.V-SX- 0.560 0.254 0.001 0.000 0.002 0.0009:P.P+C.V-0.3S 0.543 0.254 0.001 0.000 0.001 0.00010:P.P+C.V-SX 0.436 0.254 0.000 0.000 0.001 0.00011:P.P+C.V-0.3 0.132 0.254 -0.001 0.000 -0.003 0.00012:P.P+C.V+SX 0.100 0.254 -0.001 0.000 -0.004 0.00013:P.P+C.V+0. 0.405 0.254 0.000 0.000 -0.001 0.000
126 70 1:P.P 0.004 0.000 -0.000 -0.000 0.000 0.0002:C.V -0.636 0.339 0.000 -0.000 -0.002 0.0003:SISMO X 0.087 -0.000 0.003 0.000 -0.009 0.0004:SISMO Z 0.160 -0.000 0.007 0.000 -0.020 0.0005:P.P+C.V -0.632 0.339 0.000 -0.000 -0.002 0.0006:P.P+C.V+SX+ -0.372 0.254 0.004 0.000 -0.013 0.0007:P.P+C.V+0.3 -0.334 0.254 0.006 0.000 -0.019 0.0008:P.P+C.V-SX- -0.575 0.254 -0.003 -0.000 0.010 0.0009:P.P+C.V-0.3S -0.614 0.254 -0.005 -0.000 0.016 0.00010:P.P+C.V-SX -0.503 0.254 -0.000 -0.000 0.001 0.00011:P.P+C.V-0.3 -0.373 0.254 0.005 0.000 -0.015 0.00012:P.P+C.V+SX -0.445 0.254 0.001 -0.000 -0.003 0.00013:P.P+C.V+0. -0.574 0.254 -0.004 -0.000 0.012 0.000
71 1:P.P -0.004 -0.000 0.000 0.000 -0.000 0.0002:C.V 0.636 0.339 -0.000 0.000 -0.000 0.0003:SISMO X -0.087 0.000 -0.003 -0.000 -0.007 0.0004:SISMO Z -0.160 0.000 -0.007 -0.000 -0.017 0.0005:P.P+C.V 0.632 0.339 -0.000 0.000 -0.000 0.0006:P.P+C.V+SX+ 0.372 0.254 -0.004 -0.000 -0.009 0.000
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 80 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 80 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Forces Cont...Axial Shear Torsion Bending
Beam Node L/C Fx(Mton)
Fy(Mton)
Fz(Mton)
Mx(MTon-m)
My(MTon-m)
Mz(MTon-m)
7:P.P+C.V+0.3 0.334 0.254 -0.006 -0.000 -0.015 0.0008:P.P+C.V-SX- 0.575 0.254 0.003 0.000 0.009 0.0009:P.P+C.V-0.3S 0.614 0.254 0.005 0.000 0.014 0.00010:P.P+C.V-SX 0.503 0.254 0.000 0.000 0.001 0.00011:P.P+C.V-0.3 0.373 0.254 -0.005 -0.000 -0.011 0.00012:P.P+C.V+SX 0.445 0.254 -0.001 0.000 -0.001 0.00013:P.P+C.V+0. 0.574 0.254 0.004 0.000 0.011 0.000
127 71 1:P.P -0.001 -0.000 -0.000 -0.000 0.000 0.0002:C.V -0.500 0.126 -0.018 -0.000 0.016 0.0003:SISMO X 0.037 0.000 0.008 -0.000 -0.007 0.0004:SISMO Z 0.018 0.000 0.021 -0.000 -0.021 0.0005:P.P+C.V -0.501 0.126 -0.018 -0.000 0.016 0.0006:P.P+C.V+SX+ -0.343 0.095 -0.003 -0.000 0.002 0.0007:P.P+C.V+0.3 -0.353 0.095 0.004 -0.000 -0.005 0.0008:P.P+C.V-SX- -0.408 0.095 -0.025 -0.000 0.022 0.0009:P.P+C.V-0.3S -0.398 0.095 -0.032 -0.000 0.029 0.00010:P.P+C.V-SX -0.399 0.095 -0.015 -0.000 0.013 0.00011:P.P+C.V-0.3 -0.370 0.095 0.000 -0.000 -0.002 0.00012:P.P+C.V+SX -0.352 0.095 -0.013 -0.000 0.011 0.00013:P.P+C.V+0. -0.381 0.095 -0.028 -0.000 0.026 0.000
73 1:P.P 0.001 0.000 0.000 0.000 0.000 0.0002:C.V 0.500 0.126 0.018 0.000 0.023 0.0003:SISMO X -0.037 -0.000 -0.008 0.000 -0.009 0.0004:SISMO Z -0.018 -0.000 -0.021 0.000 -0.024 0.0005:P.P+C.V 0.501 0.126 0.018 0.000 0.023 0.0006:P.P+C.V+SX+ 0.343 0.095 0.003 0.000 0.005 0.0007:P.P+C.V+0.3 0.353 0.095 -0.004 0.000 -0.003 0.0008:P.P+C.V-SX- 0.408 0.095 0.025 0.000 0.029 0.0009:P.P+C.V-0.3S 0.398 0.095 0.032 0.000 0.037 0.00010:P.P+C.V-SX 0.399 0.095 0.015 0.000 0.019 0.00011:P.P+C.V-0.3 0.370 0.095 -0.000 0.000 0.001 0.00012:P.P+C.V+SX 0.352 0.095 0.013 0.000 0.015 0.00013:P.P+C.V+0. 0.381 0.095 0.028 0.000 0.033 0.000
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 81 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 81 of 90STAAD.Pro for Windows 20.07.04.12
Beam End Force SummaryThe signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam.
Axial Shear Torsion BendingBeam Node L/C Fx
(Mton)Fy
(Mton)Fz
(Mton)Mx
(MTon-m)My
(MTon-m)Mz
(MTon-m)Max Fx 3 3 5:P.P+C.V 21.421 0.881 -0.526 0.009 1.253 2.226Min Fx 4 4 9:P.P+C.V-0.3S -8.350 2.554 -0.587 0.000 0.929 -2.435Max Fy 13 5 5:P.P+C.V 0.179 9.419 0.006 -0.000 -0.019 18.785Min Fy 5 6 9:P.P+C.V-0.3S -7.527 -10.167 -1.095 -0.004 -1.165 11.268Max Fz 44 24 5:P.P+C.V 1.170 -0.004 7.437 0.007 -3.588 -0.002Min Fz 42 26 5:P.P+C.V 2.865 0.069 -7.435 -0.019 0.841 0.012Max Mx 2 2 4:SISMO Z 3.340 0.778 2.850 0.503 -11.738 3.230Min Mx 2 2 9:P.P+C.V-0.3S 9.104 -0.756 -1.924 -0.410 8.426 -3.763Max My 2 4 4:SISMO Z 3.340 0.778 2.850 0.503 10.773 -2.917Min My 2 2 4:SISMO Z 3.340 0.778 2.850 0.503 -11.738 3.230Max Mz 13 5 5:P.P+C.V 0.179 9.419 0.006 -0.000 -0.019 18.785Min Mz 41 25 5:P.P+C.V -6.879 -8.980 -0.020 -0.000 0.017 -15.099
Bending ZLoad 4 : X
Y
Z
Whole Structure Mz 90kNm:1m 4 SISMO Z
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 82 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 82 of 90STAAD.Pro for Windows 20.07.04.12
Axial ForceLoad 4 : X
Y
Z
Whole Structure Fx 16.3155Mton:1m 4 SISMO Z
ReactionsHorizontal Vertical Horizontal Moment
Node L/C FX(Mton)
FY(Mton)
FZ(Mton)
MX(MTon-m)
MY(MTon-m)
MZ(MTon-m)
2 1:P.P 0.006 1.826 0.028 0.081 -0.000 -0.0162:C.V -0.507 13.278 0.501 1.447 0.003 1.2673:SISMO X -2.436 -1.245 0.820 3.415 0.155 10.1284:SISMO Z -0.778 3.340 2.850 11.738 0.503 3.2305:P.P+C.V -0.501 15.105 0.530 1.528 0.003 1.2516:P.P+C.V+SX+ -2.378 11.146 1.653 6.348 0.232 9.2617:P.P+C.V+0.3 -1.508 13.553 2.719 10.718 0.414 5.6398:P.P+C.V-SX- 1.626 11.511 -0.859 -4.056 -0.227 -7.3859:P.P+C.V-0.3S 0.756 9.104 -1.924 -8.426 -0.410 -3.76310:P.P+C.V-SX 1.276 13.014 0.424 1.226 -0.001 -5.93111:P.P+C.V-0.3 -0.411 14.114 2.350 9.181 0.344 1.08212:P.P+C.V+SX -2.028 9.643 0.371 1.066 0.006 7.80813:P.P+C.V+0. -0.341 8.544 -1.555 -6.889 -0.340 0.795
3 1:P.P 0.004 1.887 -0.028 -0.067 -0.000 -0.010
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 83 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 83 of 90STAAD.Pro for Windows 20.07.04.12
Reactions Cont...Horizontal Vertical Horizontal Moment
Node L/C FX(Mton)
FY(Mton)
FZ(Mton)
MX(MTon-m)
MY(MTon-m)
MZ(MTon-m)
2:C.V -0.885 19.535 -0.498 -1.186 0.009 2.2363:SISMO X -2.391 -3.776 0.864 3.536 0.104 9.9664:SISMO Z -0.681 -4.852 2.789 11.589 0.446 2.8235:P.P+C.V -0.881 21.421 -0.526 -1.253 0.009 2.2266:P.P+C.V+SX+ -2.607 12.142 0.881 4.320 0.184 9.7797:P.P+C.V+0.3 -1.710 11.577 1.891 8.548 0.364 6.0298:P.P+C.V-SX- 1.285 19.990 -1.671 -6.199 -0.172 -6.4409:P.P+C.V-0.3S 0.388 20.555 -2.681 -10.427 -0.351 -2.69010:P.P+C.V-SX 0.979 17.806 -0.416 -0.984 0.029 -5.17011:P.P+C.V-0.3 -0.634 13.276 1.502 6.957 0.317 1.54412:P.P+C.V+SX -2.301 14.326 -0.374 -0.895 -0.016 8.50913:P.P+C.V+0. -0.688 18.856 -2.292 -8.836 -0.304 1.795
12 1:P.P 0.000 2.195 0.034 0.096 -0.000 -0.0022:C.V 0.097 4.750 0.451 1.311 0.002 -0.3223:SISMO X -2.593 1.587 0.572 2.333 0.059 10.5124:SISMO Z -0.824 2.971 1.865 7.668 0.189 3.3375:P.P+C.V 0.098 6.944 0.484 1.407 0.002 -0.3246:P.P+C.V+SX+ -2.057 7.067 1.212 4.530 0.088 8.3927:P.P+C.V+0.3 -1.128 7.794 1.891 7.331 0.156 4.6258:P.P+C.V-SX- 2.203 3.349 -0.485 -2.419 -0.085 -8.8789:P.P+C.V-0.3S 1.274 2.623 -1.165 -5.220 -0.153 -5.11110:P.P+C.V-SX 1.833 4.686 0.354 1.031 -0.000 -7.37611:P.P+C.V-0.3 0.039 7.080 1.634 6.281 0.130 -0.10512:P.P+C.V+SX -1.686 5.730 0.372 1.080 0.003 6.89013:P.P+C.V+0. 0.108 3.337 -0.907 -4.170 -0.127 -0.381
13 1:P.P 0.001 2.239 -0.034 -0.082 -0.000 -0.0032:C.V 0.226 6.470 -0.447 -1.051 -0.018 -0.6753:SISMO X -2.581 0.093 0.525 2.212 0.051 10.4424:SISMO Z -0.725 -2.462 1.797 7.496 0.182 2.9385:P.P+C.V 0.226 8.709 -0.481 -1.133 -0.018 -0.6776:P.P+C.V+SX+ -1.929 6.047 0.437 2.496 0.065 7.9847:P.P+C.V+0.3 -0.955 4.706 1.105 5.270 0.134 4.0458:P.P+C.V-SX- 2.269 7.016 -1.158 -4.195 -0.093 -9.0019:P.P+C.V-0.3S 1.294 8.357 -1.826 -6.970 -0.162 -5.06110:P.P+C.V-SX 1.943 5.908 -0.350 -0.822 -0.011 -7.67911:P.P+C.V-0.3 0.207 4.664 0.869 4.275 0.111 -0.65412:P.P+C.V+SX -1.603 7.155 -0.371 -0.878 -0.017 6.66313:P.P+C.V+0. 0.133 8.399 -1.590 -5.975 -0.139 -0.362
22 1:P.P 0.001 2.165 0.033 0.094 0.000 -0.0022:C.V 0.043 7.937 0.517 1.494 0.003 -0.1803:SISMO X -2.557 0.734 0.501 2.062 0.001 10.3964:SISMO Z -0.808 2.419 1.670 6.872 0.019 3.2865:P.P+C.V 0.044 10.102 0.549 1.588 0.003 -0.1826:P.P+C.V+SX+ -2.067 8.671 1.164 4.284 0.007 8.400
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 84 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 84 of 90STAAD.Pro for Windows 20.07.04.12
Reactions Cont...Horizontal Vertical Horizontal Moment
Node L/C FX(Mton)
FY(Mton)
FZ(Mton)
MX(MTon-m)
MY(MTon-m)
MZ(MTon-m)
7:P.P+C.V+0.3 -1.148 9.555 1.777 6.809 0.017 4.6678:P.P+C.V-SX- 2.132 6.482 -0.339 -1.902 -0.003 -8.6739:P.P+C.V-0.3S 1.214 5.597 -0.953 -4.427 -0.012 -4.94010:P.P+C.V-SX 1.769 7.570 0.412 1.190 0.006 -7.19411:P.P+C.V-0.3 0.002 9.225 1.552 5.881 0.016 -0.01112:P.P+C.V+SX -1.703 7.582 0.412 1.192 -0.001 6.92113:P.P+C.V+0. 0.064 5.927 -0.727 -3.499 -0.012 -0.262
23 1:P.P 0.001 2.211 -0.033 -0.079 0.000 -0.0032:C.V 0.046 12.199 -0.517 -1.228 0.002 -0.2033:SISMO X -2.528 -0.719 0.487 2.029 0.018 10.2854:SISMO Z -0.719 -2.419 1.623 6.756 0.033 2.9255:P.P+C.V 0.046 14.409 -0.550 -1.307 0.002 -0.2066:P.P+C.V+SX+ -2.023 9.723 0.318 2.061 0.022 8.2187:P.P+C.V+0.3 -1.073 8.831 0.914 4.543 0.030 4.3548:P.P+C.V-SX- 2.092 11.890 -1.143 -4.022 -0.019 -8.5269:P.P+C.V-0.3S 1.143 12.783 -1.739 -6.504 -0.027 -4.66210:P.P+C.V-SX 1.769 10.802 -0.413 -0.982 -0.005 -7.21011:P.P+C.V-0.3 0.065 9.155 0.695 3.630 0.022 -0.27512:P.P+C.V+SX -1.699 10.812 -0.412 -0.979 0.007 6.90213:P.P+C.V+0. 0.005 12.459 -1.520 -5.591 -0.019 -0.034
32 1:P.P 0.001 2.215 0.034 0.097 0.000 -0.0042:C.V 0.016 5.994 0.481 1.396 0.005 -0.1073:SISMO X -2.569 -0.009 0.548 2.271 -0.056 10.4134:SISMO Z -0.809 2.474 1.865 7.677 -0.150 3.2785:P.P+C.V 0.017 8.209 0.516 1.493 0.006 -0.1106:P.P+C.V+SX+ -2.096 6.707 1.217 4.550 -0.072 8.4647:P.P+C.V+0.3 -1.172 8.010 1.909 7.388 -0.121 4.7198:P.P+C.V-SX- 2.121 5.606 -0.444 -2.310 0.080 -8.6309:P.P+C.V-0.3S 1.197 4.303 -1.135 -5.148 0.129 -4.88410:P.P+C.V-SX 1.757 6.720 0.396 1.144 0.013 -7.15511:P.P+C.V-0.3 -0.016 8.014 1.662 6.367 -0.095 0.03312:P.P+C.V+SX -1.732 5.593 0.378 1.096 -0.004 6.98913:P.P+C.V+0. 0.041 4.299 -0.889 -4.127 0.104 -0.199
33 1:P.P 0.002 2.271 -0.035 -0.085 0.000 -0.0062:C.V -0.041 8.454 -0.483 -1.144 0.015 0.0253:SISMO X -2.567 -1.739 0.558 2.299 -0.015 10.3784:SISMO Z -0.738 -2.983 1.813 7.547 -0.113 2.9795:P.P+C.V -0.039 10.724 -0.518 -1.229 0.015 0.0196:P.P+C.V+SX+ -2.120 6.068 0.437 2.500 -0.025 8.4687:P.P+C.V+0.3 -1.160 5.415 1.096 5.255 -0.077 4.5848:P.P+C.V-SX- 2.062 10.018 -1.215 -4.344 0.048 -8.4399:P.P+C.V-0.3S 1.102 10.671 -1.874 -7.099 0.099 -4.55510:P.P+C.V-SX 1.730 8.676 -0.399 -0.948 -0.003 -7.09911:P.P+C.V-0.3 -0.005 6.197 0.845 4.221 -0.070 -0.086
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 85 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 85 of 90STAAD.Pro for Windows 20.07.04.12
Reactions Cont...Horizontal Vertical Horizontal Moment
Node L/C FX(Mton)
FY(Mton)
FZ(Mton)
MX(MTon-m)
MY(MTon-m)
MZ(MTon-m)
12:P.P+C.V+SX -1.788 7.410 -0.378 -0.896 0.025 7.12713:P.P+C.V+0. -0.053 9.889 -1.623 -6.065 0.092 0.115
42 1:P.P -0.008 1.764 0.025 0.072 0.000 0.0192:C.V 0.379 11.812 0.484 1.392 0.009 -1.0633:SISMO X -2.362 3.724 0.872 3.538 -0.100 9.8624:SISMO Z -0.735 4.820 2.798 11.504 -0.315 3.0805:P.P+C.V 0.372 13.576 0.509 1.464 0.010 -1.0446:P.P+C.V+SX+ -1.658 14.059 1.665 6.340 -0.139 7.3067:P.P+C.V+0.3 -0.804 14.635 2.677 10.522 -0.252 3.7468:P.P+C.V-SX- 2.216 6.305 -0.902 -4.144 0.153 -8.8729:P.P+C.V-0.3S 1.362 5.729 -1.914 -8.326 0.266 -5.31210:P.P+C.V-SX 1.885 8.474 0.357 1.033 0.011 -7.48611:P.P+C.V-0.3 0.259 12.959 2.284 8.930 -0.207 -0.69212:P.P+C.V+SX -1.327 11.890 0.406 1.163 0.003 5.92013:P.P+C.V+0. 0.299 7.405 -1.521 -6.734 0.221 -0.874
43 1:P.P -0.007 1.795 -0.024 -0.058 0.000 0.0172:C.V 0.626 17.365 -0.488 -1.166 -0.001 -1.7213:SISMO X -2.337 1.351 0.763 3.255 -0.070 9.7704:SISMO Z -0.664 -3.308 2.700 11.255 -0.270 2.7895:P.P+C.V 0.619 19.159 -0.512 -1.225 -0.000 -1.7056:P.P+C.V+SX+ -1.438 14.638 0.796 4.055 -0.114 6.6777:P.P+C.V+0.3 -0.560 12.193 1.812 8.255 -0.219 3.0128:P.P+C.V-SX- 2.366 14.101 -1.564 -5.892 0.113 -9.2339:P.P+C.V-0.3S 1.488 16.546 -2.581 -10.092 0.218 -5.56910:P.P+C.V-SX 2.067 12.612 -0.350 -0.827 -0.008 -7.97811:P.P+C.V-0.3 0.492 11.585 1.469 6.791 -0.187 -1.38512:P.P+C.V+SX -1.139 16.127 -0.419 -1.010 0.008 5.42113:P.P+C.V+0. 0.436 17.154 -2.237 -8.628 0.186 -1.172
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 86 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 86 of 90STAAD.Pro for Windows 20.07.04.12
Y = 13.576 Mton
Y = 8.209 Mton
Y = 19.159 MtonY = 10.102 Mton
Y = 10.724 MtonY = 6.944 Mton
Y = 14.409 MtonY = 15.105 Mton
Y = 8.709 Mton
Y = 21.421 Mton Load 5X
Y
Z
Whole Structure
Utilization RatioBeam Analysis
PropertyDesign
PropertyActualRatio
AllowableRatio
Ratio(Act./Allow.)
Clause L/C Ax(cm2)
Iz(cm4)
Iy(cm4)
Ix(cm4)
1 IR457X105.3 IR457X105.3 0.793 1.000 0.793 AISC- H2-1 9 134.193 48.7E+3 2.51E+3 144.8492 OR305X12.7 OR305X12.7 0.845 1.000 0.845 AISC- H1-3 7 144.516 20.2E+3 20.2E+3 32.3E+33 OR305X12.7 OR305X12.7 0.726 1.000 0.726 AISC- H1-3 7 144.516 20.2E+3 20.2E+3 32.3E+34 IR457X96.7 IR457X96.7 0.617 1.000 0.617 AISC- H2-1 7 123.226 44.5E+3 2.28E+3 113.6315 IR457X96.7 IR457X96.7 0.654 1.000 0.654 AISC- H2-1 7 123.226 44.5E+3 2.28E+3 113.6316 OR305X12.7 OR305X12.7 0.111 1.000 0.111 SHEAR -Z 5 144.516 20.2E+3 20.2E+3 32.3E+37 IR305X21.1 IR305X21.1 0.462 1.000 0.462 AISC- H1-1 9 26.839 3.69E+3 99.896 2.9148 OR305X12.7 OR305X12.7 0.212 1.000 0.212 AISC- H1-3 9 144.516 20.2E+3 20.2E+3 32.3E+39 IR305X21.1 IR305X21.1 0.443 1.000 0.443 AISC- H1-1 5 26.839 3.69E+3 99.896 2.914
10 IR305X21.1 IR305X21.1 0.449 1.000 0.449 AISC- H1-1 5 26.839 3.69E+3 99.896 2.91411 IR305X21.1 IR305X21.1 0.666 1.000 0.666 AISC- H1-3 7 26.839 3.69E+3 99.896 2.91412 IR457X96.7 IR457X96.7 0.569 1.000 0.569 AISC- H2-1 8 123.226 44.5E+3 2.28E+3 113.63113 IR457X105.3 IR457X105.3 0.718 1.000 0.718 AISC- H1-3 5 134.193 48.7E+3 2.51E+3 144.84914 IR457X96.7 IR457X96.7 0.747 1.000 0.747 AISC- H2-1 8 123.226 44.5E+3 2.28E+3 113.63115 CF203X12X N/A 10.001 628.529 74.217 0.237
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 87 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 87 of 90STAAD.Pro for Windows 20.07.04.12
Utilization Ratio Cont...Beam Analysis
PropertyDesign
PropertyActualRatio
AllowableRatio
Ratio(Act./Allow.)
Clause L/C Ax(cm2)
Iz(cm4)
Iy(cm4)
Ix(cm4)
16 CF203X12X N/A 10.001 628.529 74.217 0.23717 CF203X12X N/A 10.001 628.529 74.217 0.23718 CF203X12X N/A 10.001 628.529 74.217 0.23719 CF203X12X N/A 10.001 628.529 74.217 0.23720 OR305X12.7 OR305X12.7 0.625 1.000 0.625 AISC- H1-3 6 144.516 20.2E+3 20.2E+3 32.3E+321 OR305X12.7 OR305X12.7 0.664 1.000 0.664 AISC- H1-3 8 144.516 20.2E+3 20.2E+3 32.3E+322 IR457X96.7 IR457X96.7 0.485 1.000 0.485 AISC- H2-1 5 123.226 44.5E+3 2.28E+3 113.63123 IR457X96.7 IR457X96.7 0.452 1.000 0.452 AISC- H2-1 5 123.226 44.5E+3 2.28E+3 113.63124 OR305X12.7 OR305X12.7 0.103 1.000 0.103 SHEAR -Z 5 144.516 20.2E+3 20.2E+3 32.3E+325 IR305X21.1 IR305X21.1 0.451 1.000 0.451 AISC- H1-1 5 26.839 3.69E+3 99.896 2.91426 OR305X12.7 OR305X12.7 0.230 1.000 0.230 AISC- H1-3 5 144.516 20.2E+3 20.2E+3 32.3E+327 IR305X21.1 IR305X21.1 0.464 1.000 0.464 AISC- H1-1 5 26.839 3.69E+3 99.896 2.91428 IR305X21.1 IR305X21.1 0.465 1.000 0.465 AISC- H1-1 5 26.839 3.69E+3 99.896 2.91429 IR305X21.1 IR305X21.1 0.524 1.000 0.524 AISC- H1-1 5 26.839 3.69E+3 99.896 2.91430 IR457X96.7 IR457X96.7 0.321 1.000 0.321 AISC- H1-3 3 123.226 44.5E+3 2.28E+3 113.63131 IR457X105.3 IR457X105.3 0.432 1.000 0.432 AISC- H1-3 5 134.193 48.7E+3 2.51E+3 144.84932 IR457X96.7 IR457X96.7 0.292 1.000 0.292 AISC- H1-3 3 123.226 44.5E+3 2.28E+3 113.63133 CF203X12X N/A 10.001 628.529 74.217 0.23734 CF203X12X N/A 10.001 628.529 74.217 0.23735 CF203X12X N/A 10.001 628.529 74.217 0.23736 CF203X12X N/A 10.001 628.529 74.217 0.23737 CF203X12X N/A 10.001 628.529 74.217 0.23738 OR305X12.7 OR305X12.7 0.627 1.000 0.627 AISC- H1-3 6 144.516 20.2E+3 20.2E+3 32.3E+339 OR305X12.7 OR305X12.7 0.654 1.000 0.654 AISC- H1-3 8 144.516 20.2E+3 20.2E+3 32.3E+340 IR457X96.7 IR457X96.7 0.558 1.000 0.558 AISC- H2-1 5 123.226 44.5E+3 2.28E+3 113.63141 IR457X96.7 IR457X96.7 0.514 1.000 0.514 AISC- H2-1 5 123.226 44.5E+3 2.28E+3 113.63142 OR305X12.7 OR305X12.7 0.116 1.000 0.116 SHEAR -Z 5 144.516 20.2E+3 20.2E+3 32.3E+343 IR305X21.1 IR305X21.1 0.464 1.000 0.464 AISC- H1-1 5 26.839 3.69E+3 99.896 2.91444 OR305X12.7 OR305X12.7 0.168 1.000 0.168 AISC- H1-3 5 144.516 20.2E+3 20.2E+3 32.3E+345 IR305X21.1 IR305X21.1 0.502 1.000 0.502 AISC- H1-1 5 26.839 3.69E+3 99.896 2.91446 IR305X21.1 IR305X21.1 0.500 1.000 0.500 AISC- H1-1 5 26.839 3.69E+3 99.896 2.91447 IR305X21.1 IR305X21.1 0.548 1.000 0.548 AISC- H1-1 5 26.839 3.69E+3 99.896 2.91448 IR457X96.7 IR457X96.7 0.289 1.000 0.289 AISC- H1-3 3 123.226 44.5E+3 2.28E+3 113.63149 IR457X105.3 IR457X105.3 0.416 1.000 0.416 AISC- H1-3 5 134.193 48.7E+3 2.51E+3 144.84950 IR457X96.7 IR457X96.7 0.273 1.000 0.273 AISC- H1-3 3 123.226 44.5E+3 2.28E+3 113.63151 CF203X12X N/A 10.001 628.529 74.217 0.23752 CF203X12X N/A 10.001 628.529 74.217 0.23753 CF203X12X N/A 10.001 628.529 74.217 0.23754 CF203X12X N/A 10.001 628.529 74.217 0.23755 CF203X12X N/A 10.001 628.529 74.217 0.23756 OR305X12.7 OR305X12.7 0.630 1.000 0.630 AISC- H1-3 6 144.516 20.2E+3 20.2E+3 32.3E+357 OR305X12.7 OR305X12.7 0.647 1.000 0.647 AISC- H1-3 8 144.516 20.2E+3 20.2E+3 32.3E+358 IR457X96.7 IR457X96.7 0.523 1.000 0.523 AISC- H2-1 5 123.226 44.5E+3 2.28E+3 113.63159 IR457X96.7 IR457X96.7 0.482 1.000 0.482 AISC- H2-1 7 123.226 44.5E+3 2.28E+3 113.63160 OR305X12.7 OR305X12.7 0.110 1.000 0.110 SHEAR -Z 5 144.516 20.2E+3 20.2E+3 32.3E+3
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 88 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 88 of 90STAAD.Pro for Windows 20.07.04.12
Utilization Ratio Cont...Beam Analysis
PropertyDesign
PropertyActualRatio
AllowableRatio
Ratio(Act./Allow.)
Clause L/C Ax(cm2)
Iz(cm4)
Iy(cm4)
Ix(cm4)
61 IR305X21.1 IR305X21.1 0.466 1.000 0.466 AISC- H1-1 5 26.839 3.69E+3 99.896 2.91462 OR305X12.7 OR305X12.7 0.206 1.000 0.206 AISC- H1-3 5 144.516 20.2E+3 20.2E+3 32.3E+363 IR305X21.1 IR305X21.1 0.483 1.000 0.483 AISC- H1-1 5 26.839 3.69E+3 99.896 2.91464 IR305X21.1 IR305X21.1 0.479 1.000 0.479 AISC- H1-1 5 26.839 3.69E+3 99.896 2.91465 IR305X21.1 IR305X21.1 0.562 1.000 0.562 AISC- H1-3 7 26.839 3.69E+3 99.896 2.91466 IR457X96.7 IR457X96.7 0.536 1.000 0.536 AISC- H1-3 6 123.226 44.5E+3 2.28E+3 113.63167 IR457X105.3 IR457X105.3 0.554 1.000 0.554 AISC- H1-3 7 134.193 48.7E+3 2.51E+3 144.84968 IR457X96.7 IR457X96.7 0.616 1.000 0.616 AISC- H1-3 6 123.226 44.5E+3 2.28E+3 113.63169 CF203X12X N/A 10.001 628.529 74.217 0.23770 CF203X12X N/A 10.001 628.529 74.217 0.23771 CF203X12X N/A 10.001 628.529 74.217 0.23772 CF203X12X N/A 10.001 628.529 74.217 0.23773 CF203X12X N/A 10.001 628.529 74.217 0.23774 OR305X12.7 OR305X12.7 0.730 1.000 0.730 AISC- H1-3 7 144.516 20.2E+3 20.2E+3 32.3E+375 OR305X12.7 OR305X12.7 0.838 1.000 0.838 AISC- H1-3 9 144.516 20.2E+3 20.2E+3 32.3E+376 IR457X96.7 IR457X96.7 0.604 1.000 0.604 AISC- H2-1 7 123.226 44.5E+3 2.28E+3 113.63177 IR457X96.7 IR457X96.7 0.638 1.000 0.638 AISC- H2-1 7 123.226 44.5E+3 2.28E+3 113.63178 OR305X12.7 OR305X12.7 0.107 1.000 0.107 SHEAR -Z 5 144.516 20.2E+3 20.2E+3 32.3E+379 IR305X21.1 IR305X21.1 0.427 1.000 0.427 AISC- H1-1 5 26.839 3.69E+3 99.896 2.91480 OR305X12.7 OR305X12.7 0.191 1.000 0.191 AISC- H1-3 9 144.516 20.2E+3 20.2E+3 32.3E+381 IR305X21.1 IR305X21.1 0.417 1.000 0.417 AISC- H1-1 5 26.839 3.69E+3 99.896 2.91482 IR305X21.1 IR305X21.1 0.421 1.000 0.421 AISC- H1-1 5 26.839 3.69E+3 99.896 2.91483 IR305X21.1 IR305X21.1 0.642 1.000 0.642 AISC- H1-3 7 26.839 3.69E+3 99.896 2.91484 IR457X105.3 IR457X105.3 0.548 1.000 0.548 AISC- H1-3 7 134.193 48.7E+3 2.51E+3 144.84985 IR457X96.7 IR457X96.7 0.459 1.000 0.459 AISC- H1-3 7 123.226 44.5E+3 2.28E+3 113.63186 IR457X96.7 IR457X96.7 0.508 1.000 0.508 AISC- H1-3 7 123.226 44.5E+3 2.28E+3 113.63187 IR457X96.7 IR457X96.7 0.567 1.000 0.567 AISC- H1-3 7 123.226 44.5E+3 2.28E+3 113.63188 IR457X96.7 IR457X96.7 0.783 1.000 0.783 AISC- H1-3 7 123.226 44.5E+3 2.28E+3 113.63189 OR203X9.5 OR203X9.5 0.129 1.000 0.129 SHEAR -Y 5 71.613 4.41E+3 4.41E+3 7.08E+390 IR305X21.1 IR305X21.1 0.189 1.000 0.189 AISC- H1-3 7 26.839 3.69E+3 99.896 2.91491 OR203X9.5 OR203X9.5 0.300 1.000 0.300 AISC- H1-3 5 71.613 4.41E+3 4.41E+3 7.08E+392 IR305X21.1 IR305X21.1 0.091 1.000 0.091 AISC- H1-3 2 26.839 3.69E+3 99.896 2.91493 IR305X21.1 IR305X21.1 0.115 1.000 0.115 AISC- H1-3 2 26.839 3.69E+3 99.896 2.91494 IR305X21.1 IR305X21.1 0.364 1.000 0.364 AISC- H1-3 7 26.839 3.69E+3 99.896 2.91495 CF203X12X N/A 10.001 628.529 74.217 0.23796 CF203X12X N/A 10.001 628.529 74.217 0.23797 CF203X12X N/A 10.001 628.529 74.217 0.23798 CF203X12X N/A 10.001 628.529 74.217 0.23799 CF203X12X N/A 10.001 628.529 74.217 0.237
100 IR457X96.7 IR457X96.7 0.405 1.000 0.405 AISC- H2-1 9 123.226 44.5E+3 2.28E+3 113.631101 IR457X96.7 IR457X96.7 0.415 1.000 0.415 AISC- H2-1 9 123.226 44.5E+3 2.28E+3 113.631102 OR203X9.5 OR203X9.5 0.075 1.000 0.075 SHEAR -Y 5 71.613 4.41E+3 4.41E+3 7.08E+3103 OR203X9.5 OR203X9.5 0.164 1.000 0.164 AISC- H1-3 5 71.613 4.41E+3 4.41E+3 7.08E+3104 IR305X21.1 IR305X21.1 0.122 1.000 0.122 AISC- H1-3 7 26.839 3.69E+3 99.896 2.914105 IR305X21.1 IR305X21.1 0.064 1.000 0.064 AISC- H1-3 2 26.839 3.69E+3 99.896 2.914
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 89 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 89 of 90STAAD.Pro for Windows 20.07.04.12
Utilization Ratio Cont...Beam Analysis
PropertyDesign
PropertyActualRatio
AllowableRatio
Ratio(Act./Allow.)
Clause L/C Ax(cm2)
Iz(cm4)
Iy(cm4)
Ix(cm4)
106 IR305X21.1 IR305X21.1 0.071 1.000 0.071 AISC- H1-3 2 26.839 3.69E+3 99.896 2.914107 IR305X21.1 IR305X21.1 0.251 1.000 0.251 AISC- H1-3 7 26.839 3.69E+3 99.896 2.914108 CF203X12X N/A 10.001 628.529 74.217 0.237109 CF203X12X N/A 10.001 628.529 74.217 0.237110 CF203X12X N/A 10.001 628.529 74.217 0.237111 CF203X12X N/A 10.001 628.529 74.217 0.237112 CF203X12X N/A 10.001 628.529 74.217 0.237113 IR457X96.7 IR457X96.7 0.310 1.000 0.310 AISC- H1-3 9 123.226 44.5E+3 2.28E+3 113.631114 IR457X96.7 IR457X96.7 0.454 1.000 0.454 AISC- H1-3 9 123.226 44.5E+3 2.28E+3 113.631115 IR305X21.1 IR305X21.1 0.697 1.000 0.697 AISC- H1-2 9 26.839 3.69E+3 99.896 2.914116 IR305X21.1 IR305X21.1 0.687 1.000 0.687 AISC- H1-2 5 26.839 3.69E+3 99.896 2.914117 IR305X21.1 IR305X21.1 0.468 1.000 0.468 AISC- H1-2 9 26.839 3.69E+3 99.896 2.914118 IR305X21.1 IR305X21.1 0.492 1.000 0.492 AISC- H1-2 5 26.839 3.69E+3 99.896 2.914119 IR305X21.1 IR305X21.1 0.593 1.000 0.593 AISC- H1-2 9 26.839 3.69E+3 99.896 2.914120 IR305X21.1 IR305X21.1 0.698 1.000 0.698 AISC- H1-3 9 26.839 3.69E+3 99.896 2.914121 IR305X21.1 IR305X21.1 0.367 1.000 0.367 AISC- H1-3 5 26.839 3.69E+3 99.896 2.914122 CF203X12X N/A 10.001 628.529 74.217 0.237123 CF203X12X N/A 10.001 628.529 74.217 0.237124 CF203X12X N/A 10.001 628.529 74.217 0.237125 CF203X12X N/A 10.001 628.529 74.217 0.237126 CF203X12X N/A 10.001 628.529 74.217 0.237127 CF203X12X N/A 10.001 628.529 74.217 0.237
JUAN ANTONIO VEGASoftware licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
02 90 22/12
ESTRUCTURAL
ESTRUCTURA
CRGA 22-Feb-12 JAV
02-Mar-2012 12:26Structure1.std
Print Time/Date: 02/03/2012 12:31 Print Run 90 of 90STAAD.Pro for Windows 20.07.04.12
0.73
0.1640.31
0.2510.191
0.405
0.63
0.07130.642
0.6040.5360.06440.421
0.548
0.838
0.4150.1220.4170.2060.367
0.627
0.07510.6380.562
0.4270.4540.5540.5230.289 0.5930.107
0.479
0.647
0.4830.1680.616
0.625
0.4820.548
0.4660.4160.5580.321 0.4920.11
0.5
0.654
0.5020.230.273
0.845
0.5140.524
0.4640.4320.4850.569 0.4680.116
0.465
0.664
0.4640.2120.2920.4520.567
0.6660.451
0.7180.617 0.6870.1030.3 0.449
0.726
0.3640.443
0.459 0.7470.115
0.793 0.6540.4620.0914 0.6970.1110.508 0.7830.189
0.6980.129
Load 5X
Y
Z
Whole Structure