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  • los hicimos mal, deba ser Ex=Fsx+Tx y Ex=Fsy+TyE(x,y)477.3985591022.399541535.977752049.554082169.53241

    SIGNOS COMBINACIONESEx Ey

    Fs(x) Tx Fs(y) Ty combo+ + + + 1+ - + + 2+ + - + 3+ + + - 4+ - - + 5+ + - - 6+ - + - 7

    8 + - - - 8

    - + + + 9- - + + 10- + - + 11- + + - 12- - - + 13- + - - 14- - + - 15- - - - 16

    - - - -

  • SIGNOS COMBINACIONESEx Ey

    Fs(x) Tx Fs(y) Ty1 1 1 1 OK 91 -1 1 1 OK1 1 -1 1 OK 101 1 1 -1 OK1 -1 -1 1 OK 111 1 -1 -1 OK1 -1 1 -1 OK 121 -1 -1 -1 OK

    13-1 1 1 1 OK-1 -1 1 1 OK 14-1 1 -1 1 OK-1 1 1 -1 OK 15-1 -1 -1 1 OK-1 1 -1 -1 OK 16-1 -1 1 -1 OK-1 -1 -1 -1 OK

  • Piso Fs(x) Fs(y) Tx Tynivel 1 2 3007.61092 3007.61092 5564.0802 5488.88993nivel 2 3 6441.1171 6441.1171 11916.0666 11755.0387nivel 3 4 9676.65984 9676.65984 17901.8207 17659.9042nivel 4 5 12912.1907 12912.1907 23887.5528 23564.7481nivel 5 6 13668.0542 13668.0542 25285.9002 24944.1989

    CASO Ex Ey R 6.3

    1 1 0.3 ok0.1587301587 0.04761905 combinacion carga (1,2D+1,0L+1,0E)

    2 -1 0.3 128 COMBINACIONES posibles-0.158730159 0.04761905 casos 1 al 4 son lo mismos casos, 5 al 8 igual porque se repiten al cambiar signos

    3 -1 -0.3 16 casos 1-4-0.158730159 -0.04761905 16 casos 5-8

    4 1 -0.30.1587301587 -0.04761905 combinacion carga (0,9D+1,0E)

    5 0.3 1 ok 128 COMBINACIONES posibles0.0476190476 0.15873016 casos 9 al 12 son lo mismos casos, 13 al 16 igual porque se repiten al cambiar signos

    6 -0.3 -1 16 casos 9-12-0.047619048 -0.15873016 16 casos 13-16

    7 0.3 -10.0476190476 -0.15873016

    8 0.3 -10.0476190476 -0.15873016

    9 equivale a caso 1 13 equivale a caso 5

  • combinacion carga (1,2D+1,0L+1,0E)COMBINACIONES posiblescasos 1 al 4 son lo mismos casos, 5 al 8 igual porque se repiten al cambiar signos

    combinacion carga (0,9D+1,0E)COMBINACIONES posiblescasos 9 al 12 son lo mismos casos, 13 al 16 igual porque se repiten al cambiar signos

  • nivel piso Pi [kN]1 2 57811.3242 3 46032.4443 4 34064.8944 5 22097.3385 6 10129.79

  • cm [m]X Y

    joint Deriva (m) Deriva (m) hpi [m] Fs(x,y) Vi (x,y)[kN]180 0.010784 0.011917 2.68 3007.61092 45705.632817 0.022209 0.022946 2.70 6441.1171 42698.021872 0.024472 0.023736 2.70 9676.65984 36256.9047

    198 0.021719 0.019641 2.70 12912.1907 26580.2449240 0.01717 0.013976 2.70 13668.0542 13668.0542

    Vs 45705.6328

    NO SE CONSIDERA DEZPLAZAM P-DELTA

  • Qix Qiy0.005 0.0060.009 0.0090.009 0.0080.007 0.0060.005 0.004

    NO SE CONSIDERA DEZPLAZAM P-DELTA

  • Piso h (m) h acum (m) Peso (KN) Masa (ton) Masa*h acum2 2.68 2.55 51250.572 1065.58 2717.233 2.70 5.38 40797.231 1086.52 5840.044 2.70 8.08 30138.481 1086.52 8773.645 2.70 10.78 19479.733 1086.52 11707.246 2.70 13.48 8820.982 899.18 12116.49

    Total 13.48 5224.32 41154.63

  • NuevasCoef distri Fi (KN) Fs(x,y) E(x,y) Tx

    0.07 2675.24 2675.24 424.64 4949.200.14 5749.80 5749.80 912.67 10637.120.21 8638.07 8638.07 1371.12 15980.420.28 11526.34 11526.34 1829.58 21323.730.29 11929.26 11929.26 1893.53 22069.131.00 40518.70 Viejas

    Vs Fs(x,y) E(x,y) Tx3318.90 526.81 6139.977244.44 1149.91 13402.22

    10883.51 1727.54 20134.4914522.58 2305.17 26866.7715807.73 2509.16 29244.30

  • Ty Sa R Ro p a r4882.32 0.7906 6.3 7 1 0.9 1

    10493.3815764.47 Tipo 2A21035.5721770.90 102 675.25

    Ty6057.00

    13221.1119862.4026503.7128849.11

  • Distribucion de masas

    No cumple

  • Piso h (m) h acum (m) Peso (KN) Masa (ton) Masa*h acumnivel 1 2 2.68 2.55 57107.82 1186.36 3025.21nivel 2 3 2.70 5.38 45469.64 1205.59 6480.05nivel 3 4 2.70 8.08 33642.80 1205.59 9735.16nivel 4 5 2.70 10.78 21815.94 1205.59 12990.25nivel 5 6 2.70 13.48 9989.09 1018.26 13720.99

    Total 13.48 4803.13 32230.67

  • Coef distri Fi (KN) Fs(x,y) E(x,y) Tx Ty0.07 2972.40 2972.40 471.81 5498.94 5424.630.14 6366.92 6366.92 1010.62 11778.80 11619.630.21 9565.20 9565.20 1518.29 17695.62 17456.490.28 12763.47 12763.47 2025.95 23612.41 23293.320.30 13481.46 13481.46 2139.91 24940.69 24603.661.00 45149.45

    Vs 45149.445710,000.00

  • Sa R Ro p a r0.7906 6.3 7 1 0.9 1

    Tipo 2A Distribucion de masas

    102 675.25 No cumple

  • Piso h (m) h acum (m) Peso (KN) Masa (ton) Masa*h acumnivel 1 2 2.68 2.55 57811.32 1200.70 3061.79nivel 2 3 2.70 5.38 46032.44 1219.93 6557.14nivel 3 4 2.70 8.08 34064.89 1219.93 9850.97nivel 4 5 2.70 10.78 22097.34 1219.93 13144.78nivel 5 6 2.70 13.48 10129.79 1032.60 13914.26

    Total 13.48 4860.50 32614.69

  • Coef distri Fi (KN) Fs(x,y) E(x,y) Tx0.07 3007.61 3007.61 477.40 5564.080.14 6441.12 6441.12 1022.40 11916.070.21 9676.66 9676.66 1535.98 17901.820.28 12912.19 12912.19 2049.55 23887.550.30 13668.05 13668.05 2169.53 25285.901.00 45705.63

    Vs 45705.6327510,000.00

  • Ty Sa R Ro p a r5488.89 0.7906 6.3 7 1 0.9 1

    11755.0417659.90 Tipo 2A23564.7524944.20 102 675.25

  • Distribucion de masas

    No cumple

  • TABLE: Element Forces - FramesFrame Station OutputCase CaseType P V2 V3

    Text m Text Text KN KN KN1 0 D LinStatic -891.141 -38.308 -6.34435 0 D LinStatic -1224.799 22.341 -6.51448 0 D LinStatic -1223.368 -22.145 -6.53453 0 D LinStatic -1223.368 22.145 -6.53460 0 D LinStatic -1224.799 -22.341 -6.51471 0 D LinStatic -891.141 38.308 -6.344121 0 D LinStatic -1350.474 -70.598 -1.626E-015126 0 D LinStatic -1937.943 41.108 -2.913E-015129 0 D LinStatic -997.727 28.346 -3.535E-015136 0 D LinStatic -997.727 -28.346 -4.491E-015141 0 D LinStatic -1937.943 -41.108 -2.331E-015146 0 D LinStatic -1350.474 70.598 -2.366E-015151 0 D LinStatic -898.719 -35.241 0.953156 0 D LinStatic -1224.471 20.472 0.529182 0 D LinStatic -882.817 5.16 -0.604197 0 D LinStatic -882.817 -5.16 -0.604202 0 D LinStatic -1224.471 -20.472 0.529207 0 D LinStatic -898.719 35.241 0.953212 0 D LinStatic -1518.143 -83.88 -5.335218 0 D LinStatic -2211.058 49.061 -5.834223 0 D LinStatic -2235.243 -51.831 -6.452228 0 D LinStatic -2235.243 51.831 -6.452234 0 D LinStatic -2211.058 -49.061 -5.834246 0 D LinStatic -1518.143 83.88 -5.335264 0 D LinStatic -891.141 -38.308 6.344324 0 D LinStatic -1224.799 22.341 6.514329 0 D LinStatic -1223.368 -22.145 6.534335 0 D LinStatic -1223.368 22.145 6.534340 0 D LinStatic -1224.799 -22.341 6.514345 0 D LinStatic -891.141 38.308 6.344351 0 D LinStatic -1518.143 -83.88 5.335356 0 D LinStatic -2211.058 49.061 5.834361 0 D LinStatic -2235.243 -51.831 6.452436 0 D LinStatic -2235.243 51.831 6.452441 0 D LinStatic -2211.058 -49.061 5.834446 0 D LinStatic -1518.143 83.88 5.335451 0 D LinStatic -898.719 -35.241 -0.953456 0 D LinStatic -1224.471 20.472 -0.529461 0 D LinStatic -882.817 5.16 0.604466 0 D LinStatic -882.817 -5.16 0.604471 0 D LinStatic -1224.471 -20.472 -0.529546 0 D LinStatic -898.719 35.241 -0.953

  • -57811.324

  • T M2 M3 FrameElem ElemStationKN-m KN-m KN-m Text m

    1.255E-017 -4.9284 -27.2839 1-1 01.255E-017 -5.0602 15.9116 35-1 01.255E-017 -5.0761 -15.7725 48-1 01.255E-017 -5.0761 15.7725 53-1 01.255E-017 -5.0602 -15.9116 60-1 01.255E-017 -4.9284 27.2839 71-1 01.255E-017 2.997E-014 -50.2822 121-1 01.255E-017 2.906E-014 29.278 126-1 01.255E-017 2.864E-014 20.1885 129-1 01.255E-017 2.799E-014 -20.1885 136-1 01.255E-017 2.973E-014 -29.278 141-1 01.255E-017 2.98E-014 50.2822 146-1 01.255E-017 0.7404 -25.0996 151-1 01.255E-017 0.4108 14.5804 156-1 01.255E-017 -0.4694 3.6748 182-1 01.255E-017 -0.4694 -3.6748 197-1 01.255E-017 0.4108 -14.5804 202-1 01.255E-017 0.7404 25.0996 207-1 01.255E-017 -4.1443 -59.7418 212-1 01.255E-017 -4.5317 34.9427 218-1 01.255E-017 -5.0122 -36.9154 223-1 01.255E-017 -5.0122 36.9154 228-1 01.255E-017 -4.5317 -34.9427 234-1 01.255E-017 -4.1443 59.7418 246-1 04.655E-018 4.9284 -27.2839 264-1 01.255E-017 5.0602 15.9116 324-1 01.255E-017 5.0761 -15.7725 329-1 01.255E-017 5.0761 15.7725 335-1 01.255E-017 5.0602 -15.9116 340-1 01.255E-017 4.9284 27.2839 345-1 01.255E-017 4.1443 -59.7418 351-1 01.255E-017 4.5317 34.9427 356-1 01.255E-017 5.0122 -36.9154 361-1 01.255E-017 5.0122 36.9154 436-1 01.255E-017 4.5317 -34.9427 441-1 01.255E-017 4.1443 59.7418 446-1 01.255E-017 -0.7404 -25.0996 451-1 01.255E-017 -0.4108 14.5804 456-1 01.255E-017 0.4694 3.6748 461-1 01.255E-017 0.4694 -3.6748 466-1 01.255E-017 -0.4108 -14.5804 471-1 01.255E-017 -0.7404 25.0996 546-1 0

  • TABLE: Element Forces - FramesFrame Station OutputCase CaseType P V2 V3

    Text m Text Text KN KN KN6 0 D LinStatic -711.14 -69.487 -11.40739 0 D LinStatic -976.152 40.347 -11.8649 0 D LinStatic -975.293 -40.158 -11.91254 0 D LinStatic -975.293 40.158 -11.91261 0 D LinStatic -976.152 -40.347 -11.8676 0 D LinStatic -711.14 69.487 -11.407122 0 D LinStatic -1073.834 -128.25 -5.232E-015130 0 D LinStatic -796.471 52.532 -6.591E-015134 0 D LinStatic -1536.469 75.45 -6.532E-015137 0 D LinStatic -796.471 -52.532 -6.888E-015142 0 D LinStatic -1536.469 -75.45 -3.569E-015147 0 D LinStatic -1073.834 128.25 -1.07E-015152 0 D LinStatic -721.194 -63.9 1.011157 0 D LinStatic -981.477 37.335 -0.138193 0 D LinStatic -712.977 9.905 -3.198198 0 D LinStatic -712.977 -9.905 -3.198203 0 D LinStatic -981.477 -37.335 -0.138208 0 D LinStatic -721.194 63.9 1.011214 0 D LinStatic -1204.877 -152.4 -10.202219 0 D LinStatic -1751.997 88.743 -11.545224 0 D LinStatic -1769.617 -94.204 -13.218230 0 D LinStatic -1769.617 94.204 -13.218242 0 D LinStatic -1751.997 -88.743 -11.545257 0 D LinStatic -1204.877 152.4 -10.202265 0 D LinStatic -711.14 -69.487 11.407325 0 D LinStatic -976.152 40.347 11.86331 0 D LinStatic -975.293 -40.158 11.912336 0 D LinStatic -975.293 40.158 11.912341 0 D LinStatic -976.152 -40.347 11.86347 0 D LinStatic -711.14 69.487 11.407352 0 D LinStatic -1204.877 -152.4 10.202357 0 D LinStatic -1751.997 88.743 11.545362 0 D LinStatic -1769.617 -94.204 13.218437 0 D LinStatic -1769.617 94.204 13.218442 0 D LinStatic -1751.997 -88.743 11.545447 0 D LinStatic -1204.877 152.4 10.202452 0 D LinStatic -721.194 -63.9 -1.011457 0 D LinStatic -981.477 37.335 0.138462 0 D LinStatic -712.977 9.905 3.198467 0 D LinStatic -712.977 -9.905 3.198472 0 D LinStatic -981.477 -37.335 0.138547 0 D LinStatic -721.194 63.9 -1.011

  • -46032.444

  • T M2 M3 FrameElem ElemStationKN-m KN-m KN-m Text m

    2.258E-016 -16.0166 -97.6474 6-1 02.258E-016 -16.5612 56.8185 39-1 02.258E-016 -16.6246 -56.4403 49-1 02.258E-016 -16.6246 56.4403 54-1 02.258E-016 -16.5612 -56.8185 61-1 02.258E-016 -16.0166 97.6474 76-1 02.258E-016 3.981E-015 -180.0939 122-1 02.258E-016 3.226E-015 73.0589 130-1 02.258E-016 3.007E-015 105.423 134-1 02.258E-016 3.407E-015 -73.0589 137-1 02.258E-016 9.373E-015 -105.423 142-1 02.258E-016 1.278E-014 180.0939 147-1 02.258E-016 1.8534 -89.8121 152-1 02.258E-016 0.4794 52.3278 157-1 02.258E-016 -3.186 13.5464 193-1 02.258E-016 -3.186 -13.5464 198-1 02.258E-016 0.4794 -52.3278 203-1 02.258E-016 1.8534 89.8121 208-1 02.258E-016 -13.9476 -213.9914 214-1 02.258E-016 -15.558 124.8775 219-1 02.258E-016 -17.5605 -132.2532 224-1 02.258E-016 -17.5605 132.2532 230-1 02.258E-016 -15.558 -124.8775 242-1 02.258E-016 -13.9476 213.9914 257-1 02.258E-016 16.0166 -97.6474 265-1 02.258E-016 16.5612 56.8185 325-1 02.258E-016 16.6246 -56.4403 331-1 02.258E-016 16.6246 56.4403 336-1 02.258E-016 16.5612 -56.8185 341-1 02.258E-016 16.0166 97.6474 347-1 02.258E-016 13.9476 -213.9914 352-1 02.258E-016 15.558 124.8775 357-1 02.258E-016 17.5605 -132.2532 362-1 02.258E-016 17.5605 132.2532 437-1 02.258E-016 15.558 -124.8775 442-1 02.258E-016 13.9476 213.9914 447-1 02.258E-016 -1.8534 -89.8121 452-1 02.258E-016 -0.4794 52.3278 457-1 02.258E-016 3.186 13.5464 462-1 02.258E-016 3.186 -13.5464 467-1 02.258E-016 -0.4794 -52.3278 472-1 02.258E-016 -1.8534 89.8121 547-1 0

  • TABLE: Element Forces - FramesFrame Station OutputCase CaseType P V2 V3

    Text m Text Text KN KN KN7 0 D LinStatic -528.143 -65.701 -11.18140 0 D LinStatic -723.485 37.781 -11.88550 0 D LinStatic -722.976 -37.834 -11.96955 0 D LinStatic -722.976 37.834 -11.96965 0 D LinStatic -723.485 -37.781 -11.885113 0 D LinStatic -528.143 65.701 -11.181123 0 D LinStatic -793.499 -121.283 -2.972E-015131 0 D LinStatic -590.803 51.084 -5.761E-015135 0 D LinStatic -1132.063 72.241 -4.387E-015138 0 D LinStatic -590.803 -51.084 -3.026E-015143 0 D LinStatic -1132.063 -72.241 -3.948E-016148 0 D LinStatic -793.499 121.283 1.516E-015153 0 D LinStatic -538.188 -60.434 -0.159158 0 D LinStatic -731.237 35.503 -1.903194 0 D LinStatic -535.354 9.933 -6.561199 0 D LinStatic -535.354 -9.933 -6.561204 0 D LinStatic -731.237 -35.503 -1.903209 0 D LinStatic -538.188 60.434 -0.159215 0 D LinStatic -888.524 -144.104 -10.862220 0 D LinStatic -1289.132 83.121 -12.904225 0 D LinStatic -1301.002 -88.828 -15.44231 0 D LinStatic -1301.002 88.828 -15.44243 0 D LinStatic -1289.132 -83.121 -12.904258 0 D LinStatic -888.524 144.104 -10.862266 0 D LinStatic -528.143 -65.701 11.181326 0 D LinStatic -723.485 37.781 11.885332 0 D LinStatic -722.976 -37.834 11.969337 0 D LinStatic -722.976 37.834 11.969342 0 D LinStatic -723.485 -37.781 11.885348 0 D LinStatic -528.143 65.701 11.181353 0 D LinStatic -888.524 -144.104 10.862358 0 D LinStatic -1289.132 83.121 12.904363 0 D LinStatic -1301.002 -88.828 15.44438 0 D LinStatic -1301.002 88.828 15.44443 0 D LinStatic -1289.132 -83.121 12.904448 0 D LinStatic -888.524 144.104 10.862453 0 D LinStatic -538.188 -60.434 0.159458 0 D LinStatic -731.237 35.503 1.903463 0 D LinStatic -535.354 9.933 6.561468 0 D LinStatic -535.354 -9.933 6.561473 0 D LinStatic -731.237 -35.503 1.903548 0 D LinStatic -538.188 60.434 0.159

  • -34064.894

  • T M2 M3 FrameElem ElemStationKN-m KN-m KN-m Text m

    3.566E-016 -14.6044 -87.2333 7-1 03.566E-016 -15.4799 50.2647 40-1 03.566E-016 -15.5814 -50.3078 50-1 03.566E-016 -15.5814 50.3078 55-1 03.566E-016 -15.4799 -50.2647 65-1 03.566E-016 -14.6044 87.2333 113-1 03.566E-016 8.361E-016 -161.1486 123-1 03.566E-016 -1.616E-015 67.7314 131-1 03.566E-016 -8.26E-016 95.9753 135-1 03.566E-016 7.463E-016 -67.7314 138-1 03.566E-016 3.825E-015 -95.9753 143-1 03.566E-016 7.67E-015 161.1486 148-1 03.566E-016 -0.0445 -80.2137 153-1 03.566E-016 -2.2386 47.1537 158-1 03.566E-016 -8.0937 13.2179 194-1 03.566E-016 -8.0937 -13.2179 199-1 03.566E-016 -2.2386 -47.1537 204-1 03.566E-016 -0.0445 80.2137 209-1 03.566E-016 -14.116 -191.497 215-1 03.566E-016 -16.6821 110.669 220-1 03.566E-016 -19.8749 -118.2156 225-1 03.566E-016 -19.8749 118.2156 231-1 03.566E-016 -16.6821 -110.669 243-1 03.566E-016 -14.116 191.497 258-1 03.566E-016 14.6044 -87.2333 266-1 03.566E-016 15.4799 50.2647 326-1 03.566E-016 15.5814 -50.3078 332-1 03.566E-016 15.5814 50.3078 337-1 03.566E-016 15.4799 -50.2647 342-1 03.566E-016 14.6044 87.2333 348-1 03.566E-016 14.116 -191.497 353-1 03.566E-016 16.6821 110.669 358-1 03.566E-016 19.8749 -118.2156 363-1 03.566E-016 19.8749 118.2156 438-1 03.566E-016 16.6821 -110.669 443-1 03.566E-016 14.116 191.497 448-1 03.566E-016 0.0445 -80.2137 453-1 03.566E-016 2.2386 47.1537 458-1 03.566E-016 8.0937 13.2179 463-1 03.566E-016 8.0937 -13.2179 468-1 03.566E-016 2.2386 -47.1537 473-1 03.566E-016 0.0445 80.2137 548-1 0

  • TABLE: Element Forces - FramesFrame Station OutputCase CaseType P V2 V3

    Text m Text Text KN KN KN8 0 D LinStatic -344.848 -61.802 -9.94644 0 D LinStatic -470.583 35.475 -10.65351 0 D LinStatic -470.311 -35.677 -10.71756 0 D LinStatic -470.311 35.677 -10.71766 0 D LinStatic -470.583 -35.475 -10.653119 0 D LinStatic -344.848 61.802 -9.946124 0 D LinStatic -513.837 -114.628 4.339E-016127 0 D LinStatic -730.055 69.101 -1.034E-014132 0 D LinStatic -384.533 49.19 -6.891E-015139 0 D LinStatic -384.533 -49.19 -3.144E-015144 0 D LinStatic -730.055 -69.101 2.074E-015149 0 D LinStatic -513.837 114.628 2.554E-015154 0 D LinStatic -353.038 -56.766 -0.734159 0 D LinStatic -478.145 33.613 -2.628195 0 D LinStatic -353.705 10.121 -7.661200 0 D LinStatic -353.705 -10.121 -7.661205 0 D LinStatic -478.145 -33.613 -2.628210 0 D LinStatic -353.038 56.766 -0.734216 0 D LinStatic -573.828 -136.315 -10.301221 0 D LinStatic -829.38 78.476 -12.489226 0 D LinStatic -836.284 -84.294 -15.255232 0 D LinStatic -836.284 84.294 -15.255244 0 D LinStatic -829.38 -78.476 -12.489259 0 D LinStatic -573.828 136.315 -10.301270 0 D LinStatic -344.848 -61.802 9.946327 0 D LinStatic -470.583 35.475 10.653333 0 D LinStatic -470.311 -35.677 10.717338 0 D LinStatic -470.311 35.677 10.717343 0 D LinStatic -470.583 -35.475 10.653349 0 D LinStatic -344.848 61.802 9.946354 0 D LinStatic -573.828 -136.315 10.301359 0 D LinStatic -829.38 78.476 12.489434 0 D LinStatic -836.284 -84.294 15.255439 0 D LinStatic -836.284 84.294 15.255444 0 D LinStatic -829.38 -78.476 12.489449 0 D LinStatic -573.828 136.315 10.301454 0 D LinStatic -353.038 -56.766 0.734459 0 D LinStatic -478.145 33.613 2.628464 0 D LinStatic -353.705 10.121 7.661469 0 D LinStatic -353.705 -10.121 7.661474 0 D LinStatic -478.145 -33.613 2.628549 0 D LinStatic -353.038 56.766 0.734

  • -22097.34

  • T M2 M3 FrameElem ElemStationKN-m KN-m KN-m Text m

    3.58E-016 -14.6135 -87.3425 8-1 03.58E-016 -15.6407 50.0789 44-1 03.58E-016 -15.7504 -50.2858 51-1 03.58E-016 -15.7504 50.2858 56-1 03.58E-016 -15.6407 -50.0789 66-1 03.58E-016 -14.6135 87.3425 119-1 03.58E-016 9.393E-016 -161.5086 124-1 03.58E-016 -8.568E-015 96.8075 127-1 03.58E-016 -7.688E-015 68.8269 132-1 03.58E-016 -1.86E-015 -68.8269 139-1 03.58E-016 4.206E-015 -96.8075 144-1 03.58E-016 4.406E-015 161.5086 149-1 03.58E-016 -0.8368 -80.3083 154-1 03.58E-016 -3.4688 47.3392 159-1 03.58E-016 -10.4856 13.7368 195-1 03.58E-016 -10.4856 -13.7368 200-1 03.58E-016 -3.4688 -47.3392 205-1 03.58E-016 -0.8368 80.3083 210-1 03.58E-016 -14.7701 -191.9587 216-1 03.58E-016 -17.832 110.4038 221-1 03.58E-016 -21.6674 -118.3465 226-1 03.58E-016 -21.6674 118.3465 232-1 03.58E-016 -17.832 -110.4038 244-1 03.58E-016 -14.7701 191.9587 259-1 03.58E-016 14.6135 -87.3425 270-1 03.58E-016 15.6407 50.0789 327-1 03.58E-016 15.7504 -50.2858 333-1 03.58E-016 15.7504 50.2858 338-1 03.58E-016 15.6407 -50.0789 343-1 03.58E-016 14.6135 87.3425 349-1 03.58E-016 14.7701 -191.9587 354-1 03.58E-016 17.832 110.4038 359-1 03.58E-016 21.6674 -118.3465 434-1 03.58E-016 21.6674 118.3465 439-1 03.58E-016 17.832 -110.4038 444-1 03.58E-016 14.7701 191.9587 449-1 03.58E-016 0.8368 -80.3083 454-1 03.58E-016 3.4688 47.3392 459-1 03.58E-016 10.4856 13.7368 464-1 03.58E-016 10.4856 -13.7368 469-1 03.58E-016 3.4688 -47.3392 474-1 03.58E-016 0.8368 80.3083 549-1 0

  • TABLE: Element Forces - FramesFrame Station OutputCase CaseType P V2 V3

    Text m Text Text KN KN KN34 0 D LinStatic -161.289 -88.388 -18.16845 0 D LinStatic -217.591 49.925 -19.64852 0 D LinStatic -217.424 -50.183 -19.85957 0 D LinStatic -217.424 50.183 -19.85970 0 D LinStatic -217.591 -49.925 -19.648120 0 D LinStatic -161.289 88.388 -18.168125 0 D LinStatic -234.493 -160.671 2.824E-016128 0 D LinStatic -330.171 95.39 -1.25E-014133 0 D LinStatic -177.235 68.634 -1.019E-014140 0 D LinStatic -177.235 -68.634 -1.068E-014145 0 D LinStatic -330.171 -95.39 1.083E-014150 0 D LinStatic -234.493 160.671 2.842E-015155 0 D LinStatic -166.252 -81.702 -1.335160 0 D LinStatic -223.215 47.574 -4.702196 0 D LinStatic -168.962 11.715 -13.799201 0 D LinStatic -168.962 -11.715 -13.799206 0 D LinStatic -223.215 -47.574 -4.702211 0 D LinStatic -166.252 81.702 -1.335217 0 D LinStatic -260.28 -190.315 -18.007222 0 D LinStatic -372.014 107.902 -21.993227 0 D LinStatic -374.471 -115.539 -26.871233 0 D LinStatic -374.471 115.539 -26.871245 0 D LinStatic -372.014 -107.902 -21.993260 0 D LinStatic -260.28 190.315 -18.007322 0 D LinStatic -161.289 -88.388 18.168328 0 D LinStatic -217.591 49.925 19.648334 0 D LinStatic -217.424 -50.183 19.859339 0 D LinStatic -217.424 50.183 19.859344 0 D LinStatic -217.591 -49.925 19.648350 0 D LinStatic -161.289 88.388 18.168355 0 D LinStatic -260.28 -190.315 18.007360 0 D LinStatic -372.014 107.902 21.993435 0 D LinStatic -374.471 -115.539 26.871440 0 D LinStatic -374.471 115.539 26.871445 0 D LinStatic -372.014 -107.902 21.993450 0 D LinStatic -260.28 190.315 18.007455 0 D LinStatic -166.252 -81.702 1.335460 0 D LinStatic -223.215 47.574 4.702465 0 D LinStatic -168.962 11.715 13.799470 0 D LinStatic -168.962 -11.715 13.799475 0 D LinStatic -223.215 -47.574 4.702550 0 D LinStatic -166.252 81.702 1.335

  • -10129.79

  • T M2 M3 FrameElem ElemStationKN-m KN-m KN-m Text m

    2.752E-016 -18.7049 -98.7236 34-1 02.752E-016 -20.1944 56.1394 45-1 02.752E-016 -20.3742 -56.5174 52-1 02.752E-016 -20.3742 56.5174 57-1 02.752E-016 -20.1944 -56.1394 70-1 02.752E-016 -18.7049 98.7236 120-1 02.752E-016 4.676E-015 -181.2402 125-1 02.752E-016 -1.71E-014 108.7519 128-1 02.752E-016 -9.954E-015 78.0291 133-1 02.752E-016 -9.608E-015 -78.0291 140-1 02.752E-016 1.083E-014 -108.7519 145-1 02.752E-016 4.66E-015 181.2402 150-1 02.752E-016 -1.6175 -90.9697 155-1 02.752E-016 -5.2573 53.4985 160-1 02.752E-016 -15.0243 14.7413 196-1 02.752E-016 -15.0243 -14.7413 201-1 02.752E-016 -5.2573 -53.4985 206-1 02.752E-016 -1.6175 90.9697 211-1 02.752E-016 -19.1004 -215.0922 217-1 02.752E-016 -23.3602 122.7331 222-1 02.752E-016 -28.6551 -131.8137 227-1 02.752E-016 -28.6551 131.8137 233-1 02.752E-016 -23.3602 -122.7331 245-1 02.752E-016 -19.1004 215.0922 260-1 02.752E-016 18.7049 -98.7236 322-1 02.752E-016 20.1944 56.1394 328-1 02.752E-016 20.3742 -56.5174 334-1 02.752E-016 20.3742 56.5174 339-1 02.752E-016 20.1944 -56.1394 344-1 02.752E-016 18.7049 98.7236 350-1 02.752E-016 19.1004 -215.0922 355-1 02.752E-016 23.3602 122.7331 360-1 02.752E-016 28.6551 -131.8137 435-1 02.752E-016 28.6551 131.8137 440-1 02.752E-016 23.3602 -122.7331 445-1 02.752E-016 19.1004 215.0922 450-1 02.752E-016 1.6175 -90.9697 455-1 02.752E-016 5.2573 53.4985 460-1 02.752E-016 15.0243 14.7413 465-1 02.752E-016 15.0243 -14.7413 470-1 02.752E-016 5.2573 -53.4985 475-1 02.752E-016 1.6175 90.9697 550-1 0

  • signos comb cargaindice QiCvx correg inicialCvx rig6Cvx new rig9nivel1nivel2nivel3nivel4nivel5