memoria de cálculo staad 1 techumbre

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JUAN ANTONIO VEGA Software 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 12:26 Structure1.std Print Time/Date: 02/03/2012 12:31 Print Run 1 of 90 STAAD.Pro for Windows 20.07.04.12 Job Information Engineer Checked Approved Name: CRGA JAV JAV Date: 22-Feb-12 22-Feb-12 22-Feb-12 Structure Type SPACE FRAME Number of Nodes 73 Highest Node 73 Number of Elements 127 Highest Beam 127 Number of Basic Load Cases 4 Number 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.P Primary 2 C.V Primary 3 SISMO X Primary 4 SISMO Z Combination 5 P.P+C.V Combination 6 P.P+C.V+SX+0.3SZ Combination 7 P.P+C.V+0.3SX+SZ Combination 8 P.P+C.V-SX-0.3SZ Combination 9 P.P+C.V-0.3SX-SZ Combination 10 P.P+C.V-SX+0.3SZ Combination 11 P.P+C.V-0.3SX+SZ Combination 12 P.P+C.V+SX-0.3SZ Combination 13 P.P+C.V+0.3SX-SZ Section Properties Prop Section Area (cm 2 ) I yy (cm 4 ) I zz (cm 4 ) J (cm 4 ) Material 1 OR305X12.7 144.516 20.2 E +3 20.2 E +3 31.7 E +3 STEEL 2 IR457X105.3 134.193 2.51 E +3 48.7 E +3 140.947 STEEL 3 IR305X21.1 26.839 99.896 3.69 E +3 2.527 STEEL 4 IR457X96.7 123.226 2.28 E +3 44.5 E +3 110.156 STEEL 5 OR203X9.5 71.613 4.41 E +3 4.41 E +3 6.92 E +3 STEEL 6 CF203X12X 10.001 74.217 628.529 0.000 STEEL

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Page 1: Memoria de Cálculo STAAD 1 Techumbre

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

Page 2: Memoria de Cálculo STAAD 1 Techumbre

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

Page 3: Memoria de Cálculo STAAD 1 Techumbre

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

Page 4: Memoria de Cálculo STAAD 1 Techumbre

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

Page 5: Memoria de Cálculo STAAD 1 Techumbre

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

Page 6: Memoria de Cálculo STAAD 1 Techumbre

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

Page 7: Memoria de Cálculo STAAD 1 Techumbre

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

Page 8: Memoria de Cálculo STAAD 1 Techumbre

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

Page 9: Memoria de Cálculo STAAD 1 Techumbre

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

Page 10: Memoria de Cálculo STAAD 1 Techumbre

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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

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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

Page 12: Memoria de Cálculo STAAD 1 Techumbre

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02 12 22/12

ESTRUCTURAL

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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

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CRGA 22-Feb-12 JAV

02-Mar-2012 12:26Structure1.std

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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

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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

Page 15: Memoria de Cálculo STAAD 1 Techumbre

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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

Page 16: Memoria de Cálculo STAAD 1 Techumbre

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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

Page 17: Memoria de Cálculo STAAD 1 Techumbre

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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

Page 18: Memoria de Cálculo STAAD 1 Techumbre

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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

Page 19: Memoria de Cálculo STAAD 1 Techumbre

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ESTRUCTURAL

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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

Page 20: Memoria de Cálculo STAAD 1 Techumbre

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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

Page 21: Memoria de Cálculo STAAD 1 Techumbre

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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

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ESTRUCTURAL

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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

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CRGA 22-Feb-12 JAV

02-Mar-2012 12:26Structure1.std

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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

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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

Page 25: Memoria de Cálculo STAAD 1 Techumbre

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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

Page 26: Memoria de Cálculo STAAD 1 Techumbre

JUAN ANTONIO VEGASoftware licensed to

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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

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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

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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

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ESTRUCTURAL

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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

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CRGA 22-Feb-12 JAV

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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

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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

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CRGA 22-Feb-12 JAV

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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

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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

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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

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CRGA 22-Feb-12 JAV

02-Mar-2012 12:26Structure1.std

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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

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02 36 22/12

ESTRUCTURAL

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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

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ESTRUCTURAL

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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

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CRGA 22-Feb-12 JAV

02-Mar-2012 12:26Structure1.std

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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

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CRGA 22-Feb-12 JAV

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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

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CRGA 22-Feb-12 JAV

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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

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CRGA 22-Feb-12 JAV

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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

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ESTRUCTURAL

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CRGA 22-Feb-12 JAV

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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

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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

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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

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CRGA 22-Feb-12 JAV

02-Mar-2012 12:26Structure1.std

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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

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02 46 22/12

ESTRUCTURAL

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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

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ESTRUCTURAL

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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

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CRGA 22-Feb-12 JAV

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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

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CRGA 22-Feb-12 JAV

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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

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CRGA 22-Feb-12 JAV

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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

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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

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ESTRUCTURAL

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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

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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

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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

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CRGA 22-Feb-12 JAV

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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

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CRGA 22-Feb-12 JAV

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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

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02 57 22/12

ESTRUCTURAL

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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

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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

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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

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CRGA 22-Feb-12 JAV

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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

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CRGA 22-Feb-12 JAV

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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

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CRGA 22-Feb-12 JAV

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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

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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

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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

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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

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CRGA 22-Feb-12 JAV

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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

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CRGA 22-Feb-12 JAV

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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

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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

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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

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CRGA 22-Feb-12 JAV

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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

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CRGA 22-Feb-12 JAV

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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

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CRGA 22-Feb-12 JAV

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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

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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

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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

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CRGA 22-Feb-12 JAV

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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

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CRGA 22-Feb-12 JAV

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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

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ESTRUCTURAL

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CRGA 22-Feb-12 JAV

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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CRGA 22-Feb-12 JAV

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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

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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

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CRGA 22-Feb-12 JAV

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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

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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