TABLE: Auto Seismic - User CoefficientLoadPat Dir PercentEcc EccOverride UserZ C K WeightUsed BaseShear

Text Text Unitless Yes/No Yes/No Unitless Unitless KN KNFSx X 0.05 No No 0.75 1 10212.547 7659.41FSy Y 0.05 No No 0.75 1 10212.547 7659.41Ex X 0.05 No No 0.1071 1 10212.547 1093.764Ey X 0.05 No No 0.1071 1 10212.547 1093.764

Cortante sisimico calculado Vs 5910.12525 1.2959809946

la relacion de Vs de sap y Vs calculado nos da un valor de correccion de 1,295980995

TABLE: Auto Seismic - User CoefficientLoadPat Dir PercentEcc EccOverride UserZ C K WeightUsed BaseShear

Text Text Unitless Yes/No Yes/No Unitless Unitless KN KNFSx X 0.05 No No 0.75 1 10212.547 7659.41FSy Y 0.05 No No 0.75 1 10212.547 7659.41Ex X 0.05 No No 0.1071 1 10212.547 1093.764Ey X 0.05 No No 0.1071 1 10212.547 1093.764

Cortante sisimico calculado Vs 7659.41175 0.9999997715 Ok

ingeniero halle el factor de correccion y fui a sap a load case y en el tipo de carga D en el factor de escalale puse el valor del factor de correccion y halle el peso del edificio y de nuevo halle el cortante basal y larelacion del Vs de Sap con respecto a Vs calculado nos da cercano a 1

Vs Sap/Vs Calculado

Vs Sap/Vs Calculado

TABLE: Joint Reactions reacciones por carga muerta DJoint OutputCase CaseType F1 F2 F3 M1Text Text Text KN KN KN KN-m

355 D LinStatic 26.007 19.409 119.203 -18.3527356 D LinStatic -5.421 36.444 216.126 -35.076357 D LinStatic 4.436 36.633 210.801 -35.4192358 D LinStatic -0.774 29.035 208.51 -28.2009359 D LinStatic 0.514 4.028 147.028 -4.0553360 D LinStatic 0.085 34.468 212.725 -33.8092361 D LinStatic 3.367 37.029 222.099 -36.4626362 D LinStatic -24.937 20.785 119.018 -20.8356363 D LinStatic 43.286 -13.564 179.27 13.6999364 D LinStatic -9.133 -26.02 332.111 25.6446365 D LinStatic 7.755 -25.446 328.543 24.9276366 D LinStatic -11.785 -16.898 316.514 16.4499367 D LinStatic 10.047 0.403 203.684 -0.5319368 D LinStatic -0.829 -22.916 329.078 21.9735369 D LinStatic 4.565 -24.29 341.636 23.1454370 D LinStatic -42.438 -11.509 178.801 10.557371 D LinStatic 43.686 11.789 179.575 -10.9457372 D LinStatic -9.691 24.881 332.961 -23.8363373 D LinStatic 6.519 24.074 322.991 -23.2108374 D LinStatic -6.728 2.395 227.065 -2.3049375 D LinStatic 8.685 16.727 311.796 -16.4004376 D LinStatic -1.678 24.69 333.385 -24.3044377 D LinStatic 4.404 25.878 340.918 -25.6227378 D LinStatic -42.592 13.725 178.551 -13.9722379 D LinStatic 39.533 -20.617 148.94 20.5554380 D LinStatic -17.83 -37.296 249.055 36.6062381 D LinStatic 5.138 -35.544 208.645 34.7438382 D LinStatic -4.601 -4.248 140.379 4.1533383 D LinStatic 2.921 -28.588 196.362 27.6501384 D LinStatic -1.139 -35.242 213.56 33.955385 D LinStatic 2.566 -35.817 221.224 34.3501386 D LinStatic -25.596 -19.213 118.712 18.0465387 D LinStatic 3.716 11.78 46.967 0388 D LinStatic 27.545 -15.806 107.532 0389 D LinStatic -18.94 8.493 78.136 0390 D LinStatic -26.715 -9.654 87.474 0391 D LinStatic 6.723 0 54.107 0392 D LinStatic 9.456 0 48.111 0393 D LinStatic 0.464 1.909E-09 6.756 0394 D LinStatic -10.591 0 61.818 0

7880.167

TABLE: Joint Reactions reaciones afectadas por factro de correccion de 1,295980995Joint OutputCase CaseType F1 F2 F3Text Text Text KN KN KN

355 D LinStatic 33.704 25.153 154.485356 D LinStatic -7.025 47.231 280.096357 D LinStatic 5.749 47.476 273.194358 D LinStatic -1.003 37.629 270.225359 D LinStatic 0.666 5.22 190.546360 D LinStatic 0.111 44.67 275.687361 D LinStatic 4.364 47.989 287.836362 D LinStatic -32.318 26.937 154.245363 D LinStatic 56.098 -17.579 232.33364 D LinStatic -11.837 -33.722 430.41365 D LinStatic 10.051 -32.978 425.785366 D LinStatic -15.273 -21.899 410.196367 D LinStatic 13.02 0.523 263.971368 D LinStatic -1.074 -29.699 426.479369 D LinStatic 5.916 -31.48 442.753370 D LinStatic -54.998 -14.915 231.723371 D LinStatic 56.616 15.278 232.725372 D LinStatic -12.56 32.246 431.511373 D LinStatic 8.449 31.2 418.59374 D LinStatic -8.719 3.104 294.273375 D LinStatic 11.255 21.678 404.082376 D LinStatic -2.175 31.998 432.061377 D LinStatic 5.708 33.538 441.824378 D LinStatic -55.198 17.787 231.399379 D LinStatic 51.234 -26.719 193.023380 D LinStatic -23.107 -48.335 322.77381 D LinStatic 6.658 -46.064 270.4382 D LinStatic -5.963 -5.506 181.928383 D LinStatic 3.786 -37.049 254.481384 D LinStatic -1.476 -45.673 276.77385 D LinStatic 3.326 -46.418 286.702386 D LinStatic -33.172 -24.9 153.849387 D LinStatic 4.816 15.267 60.869388 D LinStatic 35.698 -20.485 139.36389 D LinStatic -24.546 11.007 101.262390 D LinStatic -34.622 -12.511 113.365391 D LinStatic 8.713 0 70.122392 D LinStatic 12.255 0 62.351393 D LinStatic 0.601 2.474E-09 8.756394 D LinStatic -13.725 0 80.115

10212.549

TABLE: Program ControlProgramName Version ProgLevel LicenseNum LicenseOS LicenseSC LicenseBR LicenseHT

Text Text Text Text Text Text Text TextSAP2000 15.0.0 Ultimate 2811E Yes Yes No No

CurrUnits SteelCode ConcCode AlumCode ColdCode BridgeCodeText Text Text Text Text Text

KN, m, C AISC-LRFD93 ACI 318-05/IBC2003 AA-ASD 2000 AISI-ASD96 AASHTO LRFD 2007

RegenHinge BSchedGUIDText Text

Yes