reacciones edificio ing. jesus ovalles

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RAM Advanse Archivo : CEdificio Ing. Jesus Ovalles Sistema de unidades : Métrico Resultados del Análisis Reacciones ________________________________________________________________________________________________________________________ Direcciones de fuerzas y momentos positivos Fuerzas [Kg] Momentos [Kg*M] Nudo FX FY FZ MX MY MZ ------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Estado Cm=Carga Muerta 164 5565.99260 76009.19000 3264.38350 6022.44970 24.73998 -5799.06060 165 6840.93030 106723.90000 354.33659 3633.87720 32.47610 -7378.85990 166 -450.65998 130395.45000 2222.05170 4669.95530 24.73998 740.21358 167 -307.03763 183727.79000 1687.15360 4795.24550 32.47610 395.86748 168 42.11756 96567.96800 -6363.67840 -4661.55290 24.73998 -201.86813 169 439.98427 22446.52400 703.25103 3238.85080 24.73998 -634.29454 170 5.49185 22592.31000 118.38710 305.81334 1.75070 -17.36907 171 -119.55788 25838.81100 344.83022 566.46356 1.75070 131.16629 172 118.00557 26988.17100 102.13807 292.70396 1.75070 -142.28411 173 13.52070 108337.12000 -7631.37910 -6265.20280 24.73998 -170.78727 174 599.24400 185505.87000 1659.20530 4468.37890 32.47610 -589.88019 175 112.21789 129538.71000 2166.84960 4384.12470 24.73998 128.44271 176 -7214.77210 155629.40000 3551.69280 6230.33870 32.47610 7909.29700 177 -3580.53510 114984.05000 4442.30480 6631.39820 24.73998 4141.95760 178 -1.80072 95415.70900 -6028.90380 -4749.36600 24.73998 -154.13499 179 52.60099 107403.57000 -6175.80780 -5134.86390 24.73998 -213.26217 180 7182.83740 134061.08000 1763.97950 3989.40450 32.47610 -7750.74670 181 3281.73450 104292.51000 2269.51580 4044.04170 24.73998 -3316.38610 182 -478.22516 129227.25000 1957.00090 3478.54750 24.73998 770.17314 183 -259.07093 190128.99000 932.41534 2788.45800 32.47610 343.69488 184 6240.56870 107684.46000 -3744.51520 -2718.21660 24.73998 -6938.73230 185 -371.34985 126338.13000 1866.45810 3154.30650 24.73998 654.01437 186 -128.60432 186785.53000 636.47583 2170.10170 32.47610 201.78849 187 -2836.29580 111972.96000 -1050.91890 -16.48124 24.73998 2926.57140 188 -1925.37350 52920.64600 -3742.69310 -3090.74340 24.73998 1936.52420 189 -4457.14890 76779.91100 -3984.84040 -3424.87350 24.73998 4752.20210 190 -2617.04390 176000.13000 208.86690 1416.68360 32.47610 2908.42340 191 -4709.45420 124428.14000 8450.93850 10091.10800 24.73998 5368.93730 549 -630.36332 70753.17600 6.00549 161.20877 1.87719 723.38349 550 -407.98385 56568.36500 14.65908 171.15064 1.87719 483.60074 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------- SUM -0.03095 3236045.80000 0.16305 46643.31100 689.39499 1208.59210 Estado Cv=Carga Viva 164 2037.61550 18463.23100 633.65506 1458.12070 6.33395 -2164.18750 165 3564.43880 31837.38400 271.54326 1305.43210 8.31455 -3879.10280 166 -120.33702 39632.02900 999.00383 1798.97650 6.33395 181.21018 167 -87.94356 74715.46300 468.88612 1446.26410 8.31455 93.53353 168 8.47777 27250.10600 -2303.26260 -1790.13300 6.33395 -62.86624 169 49.87541 737.82182 325.55072 1123.25360 6.33395 -107.85978 170 13.93972 3090.90870 32.59767 90.54667 0.44821 -19.84278 171 -27.44261 7646.06720 87.93105 154.23885 0.44821 28.96736 172 46.51536 4804.46560 47.30109 108.90347 0.44821 -56.16289 173 -0.92204 32104.71000 -2799.73750 -2387.55110 6.33395 -52.64995 174 343.78061 76329.79900 478.16187 1380.45130 8.31455 -376.04576 175 119.45173 39888.87500 992.72338 1734.33250 6.33395 -79.40723 176 -3882.49450 59841.51500 1437.18790 2347.66630 8.31455 4220.80430 177 -1948.81960 29809.66400 2067.91840 2845.10370 6.33395 2168.51940

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Page 1: Reacciones Edificio Ing. Jesus Ovalles

RAM Advanse Archivo : CEdificio Ing. Jesus Ovalles Sistema de unidades : Métrico

Resultados del Análisis

Reacciones ________________________________________________________________________________________________________________________

Direcciones de fuerzas y momentos positivos Fuerzas [Kg] Momentos [Kg*M] Nudo FX FY FZ MX MY MZ ------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Estado Cm=Carga Muerta 164 5565.99260 76009.19000 3264.38350 6022.44970 24.73998 -5799.06060 165 6840.93030 106723.90000 354.33659 3633.87720 32.47610 -7378.85990 166 -450.65998 130395.45000 2222.05170 4669.95530 24.73998 740.21358 167 -307.03763 183727.79000 1687.15360 4795.24550 32.47610 395.86748 168 42.11756 96567.96800 -6363.67840 -4661.55290 24.73998 -201.86813 169 439.98427 22446.52400 703.25103 3238.85080 24.73998 -634.29454 170 5.49185 22592.31000 118.38710 305.81334 1.75070 -17.36907 171 -119.55788 25838.81100 344.83022 566.46356 1.75070 131.16629 172 118.00557 26988.17100 102.13807 292.70396 1.75070 -142.28411 173 13.52070 108337.12000 -7631.37910 -6265.20280 24.73998 -170.78727 174 599.24400 185505.87000 1659.20530 4468.37890 32.47610 -589.88019 175 112.21789 129538.71000 2166.84960 4384.12470 24.73998 128.44271 176 -7214.77210 155629.40000 3551.69280 6230.33870 32.47610 7909.29700 177 -3580.53510 114984.05000 4442.30480 6631.39820 24.73998 4141.95760 178 -1.80072 95415.70900 -6028.90380 -4749.36600 24.73998 -154.13499 179 52.60099 107403.57000 -6175.80780 -5134.86390 24.73998 -213.26217 180 7182.83740 134061.08000 1763.97950 3989.40450 32.47610 -7750.74670 181 3281.73450 104292.51000 2269.51580 4044.04170 24.73998 -3316.38610 182 -478.22516 129227.25000 1957.00090 3478.54750 24.73998 770.17314 183 -259.07093 190128.99000 932.41534 2788.45800 32.47610 343.69488 184 6240.56870 107684.46000 -3744.51520 -2718.21660 24.73998 -6938.73230 185 -371.34985 126338.13000 1866.45810 3154.30650 24.73998 654.01437 186 -128.60432 186785.53000 636.47583 2170.10170 32.47610 201.78849 187 -2836.29580 111972.96000 -1050.91890 -16.48124 24.73998 2926.57140 188 -1925.37350 52920.64600 -3742.69310 -3090.74340 24.73998 1936.52420 189 -4457.14890 76779.91100 -3984.84040 -3424.87350 24.73998 4752.20210 190 -2617.04390 176000.13000 208.86690 1416.68360 32.47610 2908.42340 191 -4709.45420 124428.14000 8450.93850 10091.10800 24.73998 5368.93730 549 -630.36332 70753.17600 6.00549 161.20877 1.87719 723.38349 550 -407.98385 56568.36500 14.65908 171.15064 1.87719 483.60074 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------- SUM -0.03095 3236045.80000 0.16305 46643.31100 689.39499 1208.59210 Estado Cv=Carga Viva 164 2037.61550 18463.23100 633.65506 1458.12070 6.33395 -2164.18750 165 3564.43880 31837.38400 271.54326 1305.43210 8.31455 -3879.10280 166 -120.33702 39632.02900 999.00383 1798.97650 6.33395 181.21018 167 -87.94356 74715.46300 468.88612 1446.26410 8.31455 93.53353 168 8.47777 27250.10600 -2303.26260 -1790.13300 6.33395 -62.86624 169 49.87541 737.82182 325.55072 1123.25360 6.33395 -107.85978 170 13.93972 3090.90870 32.59767 90.54667 0.44821 -19.84278 171 -27.44261 7646.06720 87.93105 154.23885 0.44821 28.96736 172 46.51536 4804.46560 47.30109 108.90347 0.44821 -56.16289 173 -0.92204 32104.71000 -2799.73750 -2387.55110 6.33395 -52.64995 174 343.78061 76329.79900 478.16187 1380.45130 8.31455 -376.04576 175 119.45173 39888.87500 992.72338 1734.33250 6.33395 -79.40723 176 -3882.49450 59841.51500 1437.18790 2347.66630 8.31455 4220.80430 177 -1948.81960 29809.66400 2067.91840 2845.10370 6.33395 2168.51940

Page 2: Reacciones Edificio Ing. Jesus Ovalles

178 -11.56937 26055.81800 -2094.82660 -1679.22780 6.33395 -41.07776 179 22.06289 29928.17100 -2262.33020 -1919.09930 6.33395 -77.63140 180 4911.27380 41286.39300 699.09774 1468.95590 8.31455 -5344.03320 181 2361.54010 23849.40600 529.36086 1115.08510 6.33395 -2516.24900 182 -633.18326 41424.84800 1038.49590 1610.62690 6.33395 738.60354 183 -879.12497 80700.93300 267.88000 924.02555 8.31455 954.08858 184 2245.94780 32675.42800 -1777.85150 -1450.35560 6.33395 -2494.68850 185 -25.22099 38664.63200 919.91170 1423.92410 6.33395 77.83214 186 -49.77856 76864.16800 247.84405 826.33091 8.31455 52.02208 187 -1049.57650 33936.66300 -603.39430 -231.70012 6.33395 1087.09330 188 -706.36669 11717.22000 -792.39480 -475.18121 6.33395 714.07141 189 -1112.46420 14196.03700 -898.33821 -608.49164 6.33395 1171.82530 190 -2581.21810 46702.71500 295.99629 804.89074 8.31455 2805.42740 191 -1855.72560 26147.66800 1677.39330 2190.97440 6.33395 2067.33890 549 -406.05330 29520.85300 5.49978 58.63769 0.48060 465.00196 550 -346.68664 20541.59500 8.25620 61.80447 0.48060 400.81752 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------- SUM -0.00811 1020364.60000 0.06059 15736.80600 176.49935 -44.64786 Estado Vx=Viento en X ------------------------------------------------------------------------------------------------------------------------------------------------------------------------- SUM 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Estado Vz=Viento en Z ------------------------------------------------------------------------------------------------------------------------------------------------------------------------- SUM 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Estado Sx=Sismo en X 164 -15545.15900 -13821.50500 2947.15270 8748.12650 -144.77155 37881.59500 165 -20659.25200 -19326.47500 4630.63970 12319.77800 -190.04114 49560.87900 166 -20203.72800 3453.47080 2277.19430 6761.31860 -144.77155 42951.36600 167 -26858.78800 4135.17360 3712.03420 9667.65110 -190.04114 56312.37400 168 -8120.72980 2619.88420 2661.48280 7181.31880 -144.77155 29141.42000 169 -14050.55100 -21493.32300 3908.92450 9797.19240 -144.77155 35614.57600 170 -2036.58000 18691.65400 554.19647 997.81455 -10.24460 3785.08670 171 -2195.17960 7532.17630 552.76735 996.25061 -10.24460 3973.69770 172 -2194.08790 -6915.96870 591.07212 1073.41620 -10.24460 3972.44080 173 -8120.62260 -1741.35350 1848.45090 5023.40450 -144.77155 29141.28900 174 -26708.97500 -2397.48880 2609.63750 6796.86860 -190.04114 56149.17500 175 -19890.58500 -1268.59310 1598.14670 4750.71720 -144.77155 42610.76200 176 -20627.99700 14388.11600 1930.55390 4477.67700 -190.04114 49527.62400 177 -17621.77600 5807.22820 1195.38970 3109.11720 -144.77155 40142.32700 178 -8120.42040 -1324.89060 1242.94890 3160.77620 -144.77155 29141.07000 179 -8120.65510 662.49781 -606.26695 -1623.63900 -144.77155 29141.32900 180 -20632.82200 -11331.45200 -1147.64680 -2516.20620 -190.04114 49532.88600 181 -17624.11900 -3760.00640 984.26738 -1988.50360 -144.77155 40144.87900 182 -19892.68200 1152.33910 760.38174 2275.86340 -144.77155 42613.04600 183 -26704.31800 2527.45940 1245.34640 3257.81810 -190.04114 56144.11200 184 -14781.13400 -12887.03200 886.81171 2412.33190 -144.77155 36411.94000 185 -20204.80800 -2858.58570 1372.28750 4087.03560 -144.77155 42952.54100 186 -26953.92200 -4433.34220 2035.49180 5622.36120 -190.04114 56415.91700 187 -20915.60100 -11115.75300 1372.92000 4087.42190 -144.77155 43087.67500 188 -16560.07800 9096.93890 3237.42710 6020.88090 -144.77155 38349.06100 189 -13087.25900 16821.44300 2721.05600 6779.66980 -144.77155 34644.39800 190 -20464.29400 18306.58600 4052.88080 9427.20510 -190.04114 49348.46300 191 -15555.25000 14181.67600 2509.54710 6549.14310 -144.77155 37892.58200 549 -2890.90370 -2590.08990 -45.39621 -156.13999 -10.98479 5259.78200 550 -2884.81450 -2182.70650 -45.30934 -156.00661 -10.98479 5278.13050 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------- SUM -460227.09000 -71.92214 51594.39000 128940.66000 -4034.14890 1077122.40000 Estado Sz=Sismo en Z 164 -1269.13110 -10485.60500 -11941.04700 -36180.20700 74.86556 3124.35090 165 1153.59890 -3268.17240 -18895.22400 -51023.56700 98.27578 2801.51700 166 -1663.13100 -9494.92780 -12244.91000 -37035.84800 74.86556 3553.22440 167 -1514.16610 -5010.20800 -20108.77300 -53035.27500 98.27578 3194.21370 168 270.81272 15318.72300 -14387.05300 -39372.04600 74.86556 -987.22472 169 463.37813 28021.39600 -15974.70400 -40576.32100 74.86556 -1198.29450 170 68.20028 12041.74000 -2469.39310 -4500.00490 5.29778 -127.85913 171 80.90898 -10882.17900 -2466.78090 -4496.99560 5.29778 -151.30459 172 80.61320 -17401.76800 -2464.39850 -4480.91610 5.29778 -150.90271 173 268.18903 14770.69500 -14598.48600 -40148.93800 74.86556 -982.90540 174 1498.31780 -5394.14130 -20620.45300 -54310.64900 98.27578 3176.86950 175 -1646.81120 -9905.65830 -12553.79700 -37918.74000 74.86556 3535.49630 176 1146.85500 -1341.14180 -26493.43800 -61437.76600 98.27578 2794.09680 177 -1456.24850 -18756.05400 -17113.26200 -43442.27400 74.86556 3328.15000 178 268.62691 18341.71200 -16712.61600 -43006.16200 74.86556 -983.68525 179 269.12215 18125.95200 -16992.01000 -43869.94700 74.86556 -984.48077

Page 3: Reacciones Edificio Ing. Jesus Ovalles

180 1149.98400 -6111.15630 -27268.72400 -63017.52300 98.27578 2797.57190 181 -1433.83260 -21230.21400 -17879.01900 -44835.87100 74.86556 3303.63250 182 -1625.91420 -10164.70600 -13518.22200 -40646.61000 74.86556 3512.68220 183 1485.58510 -5263.54430 -22168.57000 -58201.23500 98.27578 3162.83870 184 498.93504 15268.19300 -15770.26500 -43103.31300 74.86556 -1239.08560 185 -1672.11470 -10746.11000 -13851.09900 -41579.65200 74.86556 3563.02140 186 -1633.52450 -1357.30790 -20574.60700 -57211.08400 98.27578 3323.04400 187 701.32390 10386.21200 -13850.58300 -41579.08500 74.86556 -1459.46750 188 547.39080 17225.06200 -15547.10500 -43808.96600 74.86556 -1290.62660 189 3643.16860 19317.13300 -19140.99500 -47907.62000 74.86556 -3630.94300 190 971.82388 -16205.89100 -28547.27100 -66638.99500 98.27578 -2586.25760 191 -1273.74380 -16853.24800 -17641.91900 -46273.84600 74.86556 3129.41730 549 177.65705 5582.08760 -1033.11510 -3562.61200 5.68056 -220.75681 550 151.40130 5270.29990 -1025.20970 -3553.40920 5.68056 -253.34972 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------- SUM -292.72500 -202.82726 -453853.05000 -1196755.50000 2086.17530 32052.98300 Estado Vx1=Viento en -X ------------------------------------------------------------------------------------------------------------------------------------------------------------------------- SUM 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Estado Vz1=Viento en -Z ------------------------------------------------------------------------------------------------------------------------------------------------------------------------- SUM 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000