portico senoor
DESCRIPTION
EstructuraTRANSCRIPT
PORTICO AT/cm^2E(Hormign)=210Portico A
DATOScm^4VIGAINERCIA Vig208333.333333333B20cmINERCIA Col1107187.5H50cmINERCIA Col278750COLUMNA1a35cmb30cmCOLUMNA2a30cmb35cmW LOSA SUP2.2875T/m2.8W LOSA INF2.8725T/m
2802.8
DISTANCIAm5.003.001.10cm500.00300.00110.00K VIGA SUP350000.00350000.00583333.33583333.33a VIGA SUP175000.00291666.67K COL SUP236250.00321562.50321562.50236250.00321562.50321562.50b VIGA SUP1265.631722.661722.66t VIGA SUP9.0412.3012.30
K VIGA INF350000.00350000.0058333333.3358333333.33a VIGA INF175000.0029166666.67K COL INF236250.00321562.50321562.50236250.00321562.50321562.50b VIGA INF1265.631722.661722.66t VIGA INF9.0412.3012.30
MF SUPT/m4.77-4.771.72-1.721.38MF INFT/m5.98-5.982.15-2.151.74
MF SUPT/cm476.56-305.00-33.17
MF INFT/cm598.44-383.00-41.65
5862501750000118125001265.6301-476.5631750001254895.83333333291666.6666666670160781.2501722.6562502305.0000291666.666666667904895.83333333300160781.251722.656250333.1691181250082250017500001265.6251265.625*4=-598.4380160781.25017500059326458.333333329166666.66666671722.656251722.656255383.00000160781.25029166666.666666758976458.33333331722.656251722.65625641.6511265.6251722.656251722.656251265.6251722.656251722.6562533.64955357140 10.0000001265.6251722.656251722.65625033.6495535714 20.000
GIROS0.0000019528-0.00000022980.0000001973-0.00000019250.000000003-0.0000000004-0.00006467970.00000710311-0.0008778024-0.00000022980.0000009263-0.0000002430.000000084-0.00000000340.0000000033-0.0000294908-0.000003151520.00033254390.0000001973-0.0000002430.00000130730.00000007480.0000000042-0.0000000037-0.0000647455-0.00000283983-0.0001680527-0.00000019250.0000000840.00000007480.0000014088-0.00000000360.0000000047-0.0000539313-0.00005304544-0.00072444490.000000003-0.00000000340.0000000042-0.00000000360.0000000223-0.000000011-0.0000005972-0.000000443850.000007878-0.00000000040.0000000033-0.00000000370.0000000047-0.0000000110.0000000225-0.0000007306-0.00000076216-0.0000050333-0.0000646797-0.0000294908-0.0000647455-0.0000539313-0.0000005972-0.00000073060.03907157450.0020964364 10.05169703540.0000071031-0.0000031515-0.0000028398-0.0000530454-0.0000004438-0.00000076210.00209643640.0317749552 20.0271021498
M VIG SUPT.cm227.53-513.79316.53-172.60138.39M VIG SUPT.m2.28-5.143.17-1.731.38M COL SUP1T.cm-227.53197.2634.21M COL SUP1T.m-2.281.970.34M COL SUP2T.cm-209.41145.0660.42M COL SUP2T.m-2.091.450.60par de fuerzas=-2.861.44M VIG INFT.cm346.26-722.46528.18-279.27173.79M VIG INFT.m3.46-7.225.28-2.791.74M COL INF1T.cm-136.8549.2245.07M COL INF1T.m-1.370.490.45M COL INF2T.cm-51.2747.9545.88M COL INF2T.m-0.510.480.46par de fuerzas=-3.762.49 M SUP0.000.000.00 M INF0.000.00-0.00
V ISOS SUPTon5.725.723.433.432.52V HIP SUP0.57-0.57-0.480.48 V SUPTon6.298.106.43
V ISOS INFTon7.187.184.314.313.16V HIP INF0.75-0.75-0.830.83 V INFTon7.939.918.30
CALCULO DE LA FUERZA SISMICA
5862501750000118125001265.6250101750001254895.83333333291666.6666666670160781.2501722.656250200291666.666666667904895.83333333300160781.251722.656250301181250082250017500001265.6251265.625400160781.25017500059326458.333333329166666.66666671722.656251722.65625*5 =000160781.25029166666.666666758976458.33333331722.656251722.65625601265.6251722.656251722.656251265.6251722.656251722.6562533.649553571400.1690FA10001265.6251722.656251722.65625033.64955357140.0885FA2
INVERSA DE LA MATRIZ KB * DM - B * DGIROS0.0000018422-0.00000027810.0000000899-0.0000002650.0000000022-0.0000000013213.9217108794-213.9217108794-0.0002532803-0.00000027810.000000904-0.00000029190.0000000408-0.00000000390.0000000027291.1712175858-291.1712175858-0.00013151420.0000000899-0.00000029190.0000012-0.00000001360.0000000032-0.0000000049291.1712175858-291.1712175858-0.0002784996-0.0000002650.0000000408-0.00000001360.0000012549-0.00000000510.0000000025325.9284987118-325.9284987118-0.00035912080.0000000022-0.00000000390.0000000032-0.00000000510.0000000223-0.000000011443.6249010244-443.6249010244-0.0000036164-0.00000000130.0000000027-0.00000000490.0000000025-0.0000000110.0000000224443.6249010244-443.6249010244-0.0000049743
BT * GT * DS = BT * G + T * D-1.49618196995.68760104324.1914190733-0.4693112212.97795824792.5086470269
PORTICO BT/cm^2E(Hormign)=210Portico b
DATOScm^4VIGAINERCIA Vig208333.333333333B20cmINERCIA Col1107187.5H50cmINERCIA Col278750COLUMNA1a35cmb30cmCOLUMNA2a30cmb35cmW LOSA SUP3.6T/cm2.8W LOSA INF4.56T/cm
2802.8
DISTANCIAm5.003.001.10cm500.00300.00110.00K VIGA SUP350000.00350000.00583333.33583333.33a VIGA SUP175000.00291666.67K COL SUP236250.00236250.00321562.50236250.00236250.00321562.50b VIGA SUP1265.631265.631722.66t VIGA SUP9.049.0412.30
K VIGA INF350000.00350000.0058333333.3358333333.33a VIGA INF175000.0029166666.67K COL INF236250.00321562.50321562.50236250.00321562.50321562.50b VIGA INF1265.631722.661722.66t VIGA INF9.0412.3012.30
MF SUPT/m7.50-7.502.70-2.702.18MF INFT/m9.50-9.503.42-3.422.76
MF SUPT/cm750.00-480.00-52.20
MF INFT/cm950.00-608.00-66.12
5862501750000118125001265.62501-750.0001750001169583.33333333291666.666666667011812501265.62502480.0000291666.666666667904895.83333333300160781.251722.656250352.2001181250082250017500001265.6251265.625*4=-950.0000118125017500059241145.833333329166666.66666671265.6251722.656255608.00000160781.25029166666.666666758976458.33333331722.656251722.65625666.1201265.6251265.6251722.656251265.6251265.6251722.6562530.38504464290 10.0000001265.6251265.6251722.65625033.6495535714 20.000
GIROS0.0000019905-0.00000027280.0000002357-0.00000017690.00000000250.0000000002-0.00007765610.0000065171-0.0014419193-0.00000027280.0000009854-0.00000028710.0000000689-0.00000000320.0000000029-0.000016307-0.000002577820.00059539270.0000002357-0.00000028710.00000134660.00000009060.0000000035-0.000000003-0.0000779537-0.00000343413-0.0003284426-0.0000001770.0000000690.00000009050.0000014161-0.00000000450.0000000053-0.000059732-0.00005330264-0.00117712090.0000000024-0.00000000320.0000000036-0.0000000040.0000000224-0.000000011-0.0000003112-0.000000429950.00001347240.00000000020.0000000029-0.00000000310.000000005-0.00000001110.0000000225-0.0000009804-0.00000077386-0.0000089424-0.0000776526-0.0000163107-0.0000779504-0.0000597438-0.0000002877-0.00000099220.04380084050.0023125999 10.10285738520.0000065534-0.0000026244-0.0000033829-0.0000533706-0.0000001053-0.00000093430.0023085330.031778673 20.044224874
M VIG SUPT.cm349.52-793.95521.52-287.94217.80M VIG SUPT.m3.50-7.945.22-2.882.18M COL SUP1T.cm-349.52319.4470.14M COL SUP1T.m-3.503.190.70M COL SUP2T.cm-318.24250.70121.50M COL SUP2T.m-3.182.511.22par de fuerzas=-4.442.34M VIG INFT.cm540.37-1151.28867.07-470.69275.88M VIG INFT.m5.40-11.518.67-4.712.76M COL INF1T.cm-222.1280.5273.31M COL INF1T.m-2.220.810.73M COL INF2T.cm-83.0878.3574.75M COL INF2T.m-0.830.780.75par de fuerzas=-6.113.96 M SUP0.0047.010.00 M INF0.000.470.00
V ISOS SUPTon9.009.005.405.403.96V HIP SUP0.89-0.89-0.780.78 V SUPTon9.8912.7310.14
V ISOS INFTon11.4011.406.846.845.02V HIP INF1.22-1.22-1.321.32 V INFTon12.6215.7013.18
CALCULO DE LA FUERZA SISMICA
5862501750000118125001265.6250101750001169583.33333333291666.666666667011812501265.6250200291666.666666667904895.83333333300160781.251722.656250301181250082250017500001265.6251265.625400118125017500059241145.833333329166666.66666671265.6251722.65625*5 =000160781.25029166666.666666758976458.33333331722.656251722.65625601265.6251265.6251722.656251265.6251265.6251722.6562530.385044642900.1690FA10001265.6251265.6251722.65625033.64955357140.0885FA2
INVERSA DE LA MATRIZ KB * DM - B * DGIROS0.0000018493-0.00000030120.0000000973-0.0000002660.000000002-0.0000000013213.9217108794-213.9217108794-0.0002729764-0.00000030120.0000009792-0.00000031610.000000044-0.00000000330.0000000025213.9217108794-213.9217108794-0.00006724390.0000000973-0.00000031610.0000012078-0.00000001460.000000003-0.0000000048291.1712175858-291.1712175858-0.0002991043-0.0000002660.000000044-0.00000001460.0000012551-0.0000000050.0000000025325.9284987118-325.9284987118-0.00035658490.000000002-0.00000000330.000000003-0.0000000050.0000000223-0.0000000111366.375394318-366.375394318-0.0000022407-0.00000000130.0000000025-0.00000000480.0000000025-0.00000001110.0000000224443.6249010244-443.6249010244-0.0000055985
BT * GT * DS = BT * G + T * D-1.40962825345.13581885253.726190599-0.46378289662.97795824792.5141753514
PORTICO CT/cm^2E(Hormign)=210Portico C
DATOScm^4VIGAINERCIA Vig208333.333333333B20cmINERCIA Col1107187.5H50cmINERCIA Col278750COLUMNA1a35cmb30cmCOLUMNA2a30cmb35cmW LOSA SUP2.69T/cm2.8W LOSA INF3.39T/cm
2802.8
DISTANCIAm5.003.001.10cm500.00300.00110.00K VIGA SUP350000.00350000.00583333.33583333.33a VIGA SUP175000.00291666.67K COL SUP236250.00321562.50321562.50236250.00321562.50321562.50b VIGA SUP1265.631722.661722.66t VIGA SUP9.0412.3012.30
K VIGA INF350000.00350000.0058333333.3358333333.33a VIGA INF175000.0029166666.67K COL INF236250.00321562.50321562.50236250.00321562.50321562.50b VIGA INF1265.631722.661722.66t VIGA INF9.0412.3012.30
MF SUPT/m5.60-5.602.02-2.021.63MF INFT/m7.06-7.062.54-2.542.05
MF SUPT/cm560.42-358.67-39.01
MF INFT/cm706.25-452.00-49.16
5862501750000118125001265.62501-560.4171750001254895.83333333291666.6666666670160781.2501722.6562502358.6670291666.666666667904895.83333333300160781.251722.656250339.0051181250082250017500001265.6251265.625*4=-706.2500160781.25017500059326458.333333329166666.66666671722.656251722.656255452.00000160781.25029166666.666666758976458.33333331722.656251722.65625649.1551265.6251722.656251722.656251265.6251722.656251722.6562533.64955357140 10.0000001265.6251722.656251722.65625033.6495535714 20.000
GIROS0.0000019528-0.00000022980.0000001973-0.00000019250.000000003-0.0000000004-0.00006467970.00000710311-0.0010317686-0.00000022980.0000009263-0.0000002430.000000084-0.00000000340.0000000033-0.0000294908-0.000003151520.00039084110.0000001973-0.0000002430.00000130730.00000007480.0000000042-0.0000000037-0.0000647455-0.00000283983-0.0001978044-0.00000019250.0000000840.00000007480.0000014088-0.00000000360.0000000047-0.0000539313-0.00005304544-0.00085546180.000000003-0.00000000340.0000000042-0.00000000360.0000000223-0.000000011-0.0000005972-0.000000443850.0000093071-0.00000000040.0000000033-0.00000000370.0000000047-0.0000000110.0000000225-0.0000007306-0.00000076216-0.0000059446-0.0000646797-0.0000294908-0.0000647455-0.0000539313-0.0000005972-0.00000073060.03907157450.0020964364 10.06092793010.0000071031-0.0000031515-0.0000028398-0.0000530454-0.0000004438-0.00000076210.00209643640.0317749552 20.0320034343
M VIG SUPT.cm267.69-604.18372.05-203.14162.75M VIG SUPT.m2.68-6.043.72-2.031.63M COL SUP1T.cm-267.69232.1340.40M COL SUP1T.m-2.682.320.40M COL SUP2T.cm-246.87170.7971.24M COL SUP2T.m-2.471.710.71par de fuerzas=-3.361.69M VIG INFT.cm408.47-852.70623.78-329.56205.10M VIG INFT.m4.08-8.536.24-3.302.05M COL INF1T.cm-161.6058.1253.22M COL INF1T.m-1.620.580.53M COL INF2T.cm-60.5556.6354.18M COL INF2T.m-0.610.570.54par de fuerzas=-4.442.94 M SUP0.000.000.00 M INF0.000.00-0.00
V ISOS SUPTon6.736.734.044.042.96V HIP SUP0.67-0.67-0.560.56 V SUPTon7.409.527.56
V ISOS INFTon8.488.485.095.093.73V HIP INF0.89-0.89-0.980.98 V INFTon9.3611.699.79
CALCULO DE LA FUERZA SISMICA
5862501750000118125001265.6250101750001254895.83333333291666.6666666670160781.2501722.656250200291666.666666667904895.83333333300160781.251722.656250301181250082250017500001265.6251265.625400160781.25017500059326458.333333329166666.66666671722.656251722.65625*5 =000160781.25029166666.666666758976458.33333331722.656251722.65625601265.6251722.656251722.656251265.6251722.656251722.6562533.649553571400.1690FA10001265.6251722.656251722.65625033.64955357140.0885FA2
INVERSA DE LA MATRIZ KB * DM - B * DGIROS0.0000018422-0.00000027810.0000000899-0.0000002650.0000000022-0.0000000013213.9217108794-213.9217108794-0.0002532803-0.00000027810.000000904-0.00000029190.0000000408-0.00000000390.0000000027291.1712175858-291.1712175858-0.00013151420.0000000899-0.00000029190.0000012-0.00000001360.0000000032-0.0000000049291.1712175858-291.1712175858-0.0002784996-0.0000002650.0000000408-0.00000001360.0000012549-0.00000000510.0000000025325.9284987118-325.9284987118-0.00035912080.0000000022-0.00000000390.0000000032-0.00000000510.0000000223-0.000000011443.6249010244-443.6249010244-0.0000036164-0.00000000130.0000000027-0.00000000490.0000000025-0.0000000110.0000000224443.6249010244-443.6249010244-0.0000049743
BT * GT * DS = BT * G + T * D-1.49618196995.68760104324.1914190733-0.4693112212.97795824792.5086470269
PORTICO DT/cm^2E(Hormign)=210Portico D
DATOScm^4VIGAINERCIA Vig208333.333333333B20cmINERCIA Col1107187.5H50cmINERCIA Col278750COLUMNA1a35cmb30cmCOLUMNA2a30cmb35cmW LOSA SUP2.13T/cm2.8W LOSA INF2.67T/cm
2802.8
DISTANCIAm5.003.001.10cm500.00300.00110.00K VIGA SUP350000.00350000.00583333.33583333.33a VIGA SUP175000.00291666.67K COL SUP236250.00236250.00321562.50236250.00236250.00321562.50b VIGA SUP1265.631265.631722.66t VIGA SUP9.049.0412.30
K VIGA INF350000.00350000.0058333333.3358333333.33a VIGA INF175000.0029166666.67K COL INF236250.00321562.50321562.50236250.00321562.50321562.50b VIGA INF1265.631722.661722.66t VIGA INF9.0412.3012.30
MF SUPT/m4.44-4.441.60-1.601.29MF INFT/m5.56-5.562.00-2.001.62
MF SUPT/cm443.75-284.00-30.89
MF INFT/cm556.25-356.00-38.72
5862501750000118125001265.62501-443.7501750001169583.33333333291666.666666667011812501265.62502284.0000291666.666666667904895.83333333300160781.251722.656250330.8851181250082250017500001265.6251265.625*4=-556.2500118125017500059241145.833333329166666.66666671265.6251722.656255356.00000160781.25029166666.666666758976458.33333331722.656251722.65625638.7151265.6251265.6251722.656251265.6251265.6251722.6562530.38504464290 10.0000001265.6251265.6251722.65625033.6495535714 20.000
GIROS0.0000019905-0.00000027280.0000002357-0.00000017690.00000000250.0000000002-0.00007765610.0000065171-0.0008541771-0.00000027280.0000009854-0.00000028710.0000000689-0.00000000320.0000000029-0.000016307-0.000002577820.00035268680.0000002357-0.00000028710.00000134660.00000009060.0000000035-0.000000003-0.0000779537-0.00000343413-0.0001938119-0.0000001770.0000000690.00000009050.0000014161-0.00000000450.0000000053-0.000059732-0.00005330264-0.00068818790.0000000024-0.00000000320.0000000036-0.0000000040.0000000224-0.000000011-0.0000003112-0.000000429950.00000786910.00000000020.0000000029-0.00000000310.000000005-0.00000001110.0000000225-0.0000009804-0.00000077386-0.0000052295-0.0000776526-0.0000163107-0.0000779504-0.0000597438-0.0000002877-0.00000099220.04380084050.0023125999 10.06051025770.0000065534-0.0000026244-0.0000033829-0.0000533706-0.0000001053-0.00000093430.0023085330.031778673 20.025855828
M VIG SUPT.cm206.51-469.79308.96-169.94128.87M VIG SUPT.m2.07-4.703.09-1.701.29M COL SUP1T.cm-206.51188.4941.07M COL SUP1T.m-2.071.880.41M COL SUP2T.cm-186.90147.7671.40M COL SUP2T.m-1.871.480.71par de fuerzas=-2.631.39M VIG INFT.cm316.76-673.93506.75-275.79161.54M VIG INFT.m3.17-6.745.07-2.761.62M COL INF1T.cm-129.8647.0742.86M COL INF1T.m-1.300.470.43M COL INF2T.cm-48.5745.8143.70M COL INF2T.m-0.490.460.44par de fuerzas=-3.572.31 M SUP0.0027.660.00 M INF0.000.280.00
V ISOS SUPTon5.335.333.203.202.34V HIP SUP0.53-0.53-0.460.46 V SUPTon5.857.536.00
V ISOS INFTon6.686.684.014.012.94V HIP INF0.71-0.71-0.770.77 V INFTon7.399.207.71
CALCULO DE LA FUERZA SISMICA
5862501750000118125001265.6250101750001169583.33333333291666.666666667011812501265.6250200291666.666666667904895.83333333300160781.251722.656250301181250082250017500001265.6251265.625400118125017500059241145.833333329166666.66666671265.6251722.65625*5 =000160781.25029166666.666666758976458.33333331722.656251722.65625601265.6251265.6251722.656251265.6251265.6251722.6562530.385044642900.1690FA10001265.6251265.6251722.65625033.64955357140.0885FA2
INVERSA DE LA MATRIZ KB * DM - B * DGIROS0.0000018493-0.00000030120.0000000973-0.0000002660.000000002-0.0000000013213.9217108794-213.9217108794-0.0002729764-0.00000030120.0000009792-0.00000031610.000000044-0.00000000330.0000000025213.9217108794-213.9217108794-0.00006724390.0000000973-0.00000031610.0000012078-0.00000001460.000000003-0.0000000048291.1712175858-291.1712175858-0.0002991043-0.0000002660.000000044-0.00000001460.0000012551-0.0000000050.0000000025325.9284987118-325.9284987118-0.00035658490.000000002-0.00000000330.000000003-0.0000000050.0000000223-0.0000000111366.375394318-366.375394318-0.0000022407-0.00000000130.0000000025-0.00000000480.0000000025-0.00000001110.0000000224443.6249010244-443.6249010244-0.0000055985
BT * GT * DS = BT * G + T * D-1.40962825345.13581885253.726190599-0.46378289662.97795824792.5141753514
PORTICO 1T/cm^2E(Hormign)=210Portico 1
DATOScm^4VIGAINERCIA Vig106666.666666667B20cmINERCIA Col178750H40cmINERCIA Col2107187.5COLUMNA1a30cmb35cmCOLUMNA2a35cmb30cmW LOSA SUP0.292T/m2.8W LOSA INF0.292T/m
2802.8
DISTANCIAm5.504.103.001.20cm550.00410.00300.00120.00K VIGA SUP162909.09162909.09218536.59218536.59298666.67298666.67a VIGA SUP81454.55109268.29149333.33K COL SUP321562.50321562.50321562.50321562.50321562.50321562.50321562.50321562.50b VIGA SUP1722.661722.661722.661722.66t VIGA SUP12.3012.3012.3012.30
K VIGA INF162909.09162909.09218536.59218536.59298666.67298666.67a VIGA INF81454.55109268.29149333.33K COL INF321562.50321562.50321562.50321562.50321562.50321562.50321562.50321562.50b VIGA INF1722.661722.661722.661722.66t VIGA INF12.3012.3012.3012.30
MF SUPT/m0.74
ACER ONE: ACER ONE:-0.740.41-0.410.22-0.220.21MF
INFT/m0.74-0.740.41-0.410.22-0.220.21
MF SUPT/cm73.61-32.70-19.00-0.88
MF INFT/cm73.61-32.70-19.00-0.88
484471.5981454.5500160781.2500.0001722.6601-73.60881454.55703008.18109268.2900160781.25001722.660232.7040109268.29838765.75149333.3300160781.2501722.660319.00400149333.33620229.17000160781.251722.660.00*4=0.876160781.25000806034.0981454.55001722.661722.665-73.6080160781.250081454.551024570.68109268.2901722.661722.66632.70400160781.2500109268.291160328.25149333.331722.661722.66719.004000160781.2500149333.33941791.671722.661722.6680.8761722.661722.661722.661722.6612.3012.3012.3012.3049.220 10.000000012.3012.3012.3012.30049.22 20.000
GIROS0.000002536-0.00000014030.00000014990.0000001887-0.00000051160.0000000658-0.0000000227-0.0000000278-0.0000783310.00001737041-0.0001488891-0.00000012740.0000016368-0.00000015940.00000017740.0000000529-0.00000026620.0000000525-0.0000000381-0.00004649840.000006960820.00004839950.0000001644-0.00000015660.000001369-0.000000251-0.00000003730.0000000496-0.00000020380.0000000756-0.00003534630.000004055730.00000914050.00000019590.0000001718-0.00000025890.0000019298-0.000000035-0.00000003250.0000000835-0.000000342-0.00005993710.00001141444-0.0000092226-0.00000031880.00000016070.00000004210.00000010870.0000013186-0.00000013010.0000000097-0.000000019-0.000041018-0.00004127375-0.00007153470.0000001992-0.00000019250.00000010360.0000000665-0.00000014290.0000010302-0.00000011160.0000000072-0.0000335874-0.000027398460.00002316440.00000008560.0000001121-0.00000016020.0000001637-0.0000000047-0.00000011450.0000009176-0.0000001728-0.0000289392-0.00002189670.0000083530.00000013030.00000004980.0000001402-0.0000002244-0.00000002620.0000000127-0.00000016490.0000011272-0.0000365618-0.00003320518-0.0000052998-0.0000969327-0.0000529469-0.0000385541-0.00007159720.00001830.00000621250.00000300730.00001139730.028056438-0.0013621032 10.0035313397-0.0000000241-0.0000000325-0.0000000314-0.0000000286-0.0000002862-0.0000001996-0.0000001627-0.00000023560.00003502660.0203484036 20.0000113293
M VIG SUPT.cm53.30-77.8552.48-33.6223.25-23.2921.02M VIG SUPT.m0.53-0.780.52-0.340.23-0.230.21M COL SUP1T.cm-53.3025.3710.372.27M COL SUP1T.m-0.530.250.100.02M COL SUP2T.cm-40.8621.3110.242.90M COL SUP2T.m-0.410.210.100.03par de fuerzas=-0.250.19-0.00M VIG INFT.cm63.84-75.6646.88-36.5523.60-22.2421.02M VIG INFT.m0.64-0.760.47-0.370.24-0.220.21M COL INF1T.cm-22.987.472.71-1.68M COL INF1T.m-0.230.070.03-0.02M COL INF2T.cm-11.483.741.36-0.83M COL INF2T.m-0.110.040.01-0.01par de fuerzas=-0.120.100.01 M SUP0.000.000.000.00 M INF0.000.000.000.00
V ISOS SUPTon0.800.800.600.600.440.441.49V HIP SUP0.04-0.04-0.050.050.00-0.00 V SUPTon0.851.311.081.93
V ISOS INFTon0.800.800.600.600.440.441.49V HIP INF0.02-0.02-0.030.03-0.000.00 V INFTon0.821.351.061.93
CALCULO DE LA FUERZA SISMICA
484471.59090909181454.545454545500160781.250001722.6562501081454.5454545455703008.176274945109268.29268292700160781.25001722.656250200109268.292682927838765.75203252149333.33333333300160781.2501722.6562503000149333.333333333620229.166666667000160781.251722.65625040160781.25000806034.09090909181454.5454545455001722.656251722.65625*5 =00160781.250081454.54545454551024570.67627494109268.29268292701722.656251722.656256000160781.2500109268.2926829271160328.25203252149333.3333333331722.656251722.6562570000160781.2500149333.333333333941791.6666666671722.656251722.65625801722.656251722.656251722.656251722.6562512.304687512.304687512.304687512.304687549.2187500.1622FA1000012.304687512.304687512.304687512.3046875049.218750.0749FA2
INVERSA MATRIZ KB*DM-B*DGIROS0.0000022653-0.00000028810.0000000423-0.0000000113-0.00000046030.0000000833-0.00000001420.0000000042279.4743016901-279.4743016901-0.0004031133-0.00000028810.0000015491-0.00000022330.00000005870.0000000833-0.00000025580.0000000575-0.0000000191279.4743016901-279.4743016901-0.00025159910.0000000423-0.00000022330.0000013204-0.0000003412-0.00000001420.0000000575-0.00000020.00000009279.4743016901-279.4743016901-0.0001957949-0.00000001130.0000000587-0.00000034120.00000177680.0000000042-0.00000001910.00000009-0.0000003176279.4743016901-279.4743016901-0.0003153471-0.00000046030.0000000833-0.00000001420.00000000420.0000013447-0.00000012150.0000000138-0.0000000029408.5775976913-408.5775976913-0.00039608770.0000000833-0.00000025580.0000000575-0.0000000191-0.00000012150.0000010374-0.00000010830.0000000204408.5775976913-408.5775976913-0.0003008343-0.00000001420.0000000575-0.00000020.000000090.0000000138-0.00000010830.0000009205-0.0000001613408.5775976913-408.5775976913-0.00025291870.0000000042-0.00000001910.00000009-0.0000003176-0.00000000290.0000000204-0.00000016130.0000011416408.5775976913-408.5775976913-0.000339891
BT * GT * DS = BT * G + T * D-2.02423612657.98498004835.9607439218-0.01586974653.68866563.6727958536
PORTICO 2T/cm^2E(Hormign)=210Portico 2
DATOScm^4VIGAINERCIA Vig106666.666666667B20cmINERCIA Col178750H40cmINERCIA Col2107187.5COLUMNA1a30cmb35cmCOLUMNA2a35cmb30cmW LOSA SUP0.292T/m2.8W LOSA INF0.292T/m
2802.8
DISTANCIAm5.504.103.001.20cm550.00410.00300.00120.00K VIGA SUP162909.09162909.09218536.59218536.59298666.67298666.67a VIGA SUP81454.55109268.29149333.33K COL SUP236250.00321562.50236250.00321562.50236250.00321562.50236250.00321562.50b VIGA SUP1265.631722.661265.631722.66t VIGA SUP9.0412.309.0412.30
K VIGA INF162909.09162909.09218536.59218536.59298666.67298666.67a VIGA INF81454.55109268.29149333.33K COL INF321562.50321562.50321562.50321562.50321562.50321562.50321562.50321562.50b VIGA INF1722.661722.661722.661722.66t VIGA INF12.3012.3012.3012.30
MF SUPT/m0.74
ACER ONE: ACER ONE:-0.740.41-0.410.22-0.220.21MF
INFT/m0.74-0.740.41-0.410.22-0.220.21
MF SUPT/cm73.61-32.70-19.00-0.88
MF INFT/cm73.61-32.70-19.00-0.88
399159.0981454.550011812500.0001265.6301-73.60881454.55703008.18109268.2900160781.25001722.660232.7040109268.29753453.25149333.330011812501265.630319.00400149333.33620229.17000160781.251722.660.00*4=0.876118125.00000720721.5981454.55001265.631722.665-73.6080160781.250081454.551024570.68109268.2901722.661722.66632.7040011812500109268.291075015.75149333.331265.631722.66719.004000160781.2500149333.33941791.671722.661722.6680.8761265.631722.661265.631722.669.0412.309.0412.3042.690 10.000000012.3012.3012.3012.30049.22 20.000
GIROS0.0000029335-0.00000018450.00000012120.0000001942-0.0000004880.0000000702-0.0000000158-0.0000000298-0.00007764370.00001622361-0.0001816026-0.00000018390.0000016732-0.00000020080.00000021390.0000000616-0.00000027290.0000000564-0.0000000448-0.00005541990.00000699120.00005220730.0000001339-0.00000019190.0000014893-0.0000003036-0.00000002750.0000000518-0.00000017990.0000000807-0.00002732650.000002623730.00001227270.00000018830.0000002091-0.00000031730.0000019752-0.0000000257-0.00000003940.000000088-0.0000003504-0.00007043250.00001146354-0.0000093502-0.00000034370.00000016430.00000001690.00000010820.0000014612-0.00000014270.0000000163-0.0000000199-0.0000385465-0.0000460215-0.00008084220.0000002037-0.00000017790.00000009240.0000000846-0.00000014870.0000010288-0.00000011470.0000000046-0.0000389019-0.000026948860.00002343480.00000005440.0000001064-0.00000015920.00000015360.0000000056-0.00000012170.0000009858-0.0000001819-0.000024524-0.000024072970.00001076950.0000001260.00000006610.0000001286-0.0000002058-0.00000002070.0000000104-0.00000017070.000001125-0.0000420488-0.00003303728-0.0000052417-0.0000911497-0.0000648223-0.0000268742-0.00008511170.00001357570.0000087446-0.00000015410.00001415760.0316520936-0.0012713311 10.0033003202-0.0000000101-0.0000000397-0.0000000197-0.0000000351-0.0000003243-0.0000001937-0.0000001792-0.00000023190.00003600530.0203499803 20.0000129699
M VIG SUPT.cm48.28-79.9053.65-32.5224.17-22.8621.02M VIG SUPT.m0.48-0.800.54-0.330.24-0.230.21M COL SUP1T.cm-65.7126.2411.361.84M COL SUP1T.m-0.660.260.110.02M COL SUP2T.cm-49.5121.6211.122.50M COL SUP2T.m-0.500.220.110.02par de fuerzas=-0.320.210.01M VIG INFT.cm62.35-76.3847.20-35.9924.33-21.8621.02M VIG INFT.m0.62-0.760.47-0.360.24-0.220.21M COL INF1T.cm-25.977.563.49-1.66M COL INF1T.m-0.260.080.03-0.02M COL INF2T.cm-12.983.791.75-0.82M COL INF2T.m-0.130.040.02-0.01par de fuerzas=-0.140.110.02 M SUP-17.430.003.010.00 M INF-0.130.000.030.00
V ISOS SUPTon0.800.800.600.600.440.441.49V HIP SUP0.06-0.06-0.050.05-0.000.00 V SUPTon0.861.291.081.93
V ISOS INFTon0.800.800.600.600.440.441.49V HIP INF0.03-0.03-0.030.03-0.010.01 V INFTon0.831.351.061.94
CALCULO DE LA FUERZA SISMICA
399159.09090909181454.5454545455001181250001265.62501081454.5454545455703008.176274945109268.29268292700160781.25001722.656250200109268.292682927753453.25203252149333.3333333330011812501265.62503000149333.333333333620229.166666667000160781.251722.65625040118125000720721.59090909181454.5454545455001265.6251722.65625*5 =00160781.250081454.54545454551024570.67627494109268.29268292701722.656251722.65625600011812500109268.2926829271075015.75203252149333.3333333331265.6251722.6562570000160781.2500149333.333333333941791.6666666671722.656251722.65625801265.6251722.656251265.6251722.656259.040178571412.30468759.040178571412.304687542.689732142900.1622FA1000012.304687512.304687512.304687512.3046875049.218750.0749FA2
INVERSA MATRIZ KB*DM-B*DGIROS0.0000027099-0.00000034360.0000000552-0.0000000146-0.00000045450.0000000918-0.00000001610.000000005205.3280583846-205.3280583846-0.0003498263-0.00000034360.0000015597-0.00000024790.00000006490.0000000854-0.00000025750.0000000562-0.00000002279.4743016901-279.4743016901-0.00026655350.0000000552-0.00000024790.0000014661-0.0000003771-0.00000001580.0000000593-0.000000180.0000000929205.3280583846-205.3280583846-0.0001344572-0.00000001460.0000000649-0.00000037710.00000178570.0000000046-0.00000001990.0000000877-0.0000003188279.4743016901-279.4743016901-0.0003292867-0.00000045450.0000000854-0.00000001580.00000000460.000001477-0.00000013250.0000000157-0.0000000033334.4313543858-334.4313543858-0.0003723150.0000000918-0.00000025750.0000000593-0.0000000199-0.00000013250.0000010392-0.00000011520.0000000217408.5775976913-408.5775976913-0.0003041284-0.00000001610.0000000562-0.000000180.00000008770.0000000157-0.00000011520.0000009855-0.0000001712334.4313543858-334.4313543858-0.0002177480.000000005-0.000000020.0000000929-0.0000003188-0.00000000330.0000000217-0.00000017120.0000011434408.5775976913-408.5775976913-0.000343088
BT * GT * DS = BT * G + T * D-1.65264734396.92574800115.2731006572-0.01522433733.68866563.6734412627
PORTICO 3T/cm^2E(Hormign)=210Portico 3
DATOScm^4VIGAINERCIA Vig106666.666666667B20cmINERCIA Col178750H40cmINERCIA Col2107187.5COLUMNA1a30cmb35cmCOLUMNA2a35cmb30cmW LOSA SUP0.292T/m2.8W LOSA INF0.292T/m
2802.8
DISTANCIAm5.504.103.001.20cm550.00410.00300.00120.00K VIGA SUP162909.09162909.09218536.59218536.59298666.67298666.67a VIGA SUP81454.55109268.29149333.33K COL SUP236250.00236250.00236250.00236250.00236250.00236250.00236250.00236250.00b VIGA SUP1265.631265.631265.631265.63t VIGA SUP9.049.049.049.04
K VIGA INF162909.09162909.09218536.59218536.59298666.67298666.67a VIGA INF81454.55109268.29149333.33K COL INF236250.00236250.00236250.00236250.00236250.00236250.00236250.00236250.00b VIGA INF1265.631265.631265.631265.63t VIGA INF9.049.049.049.04
MF SUPT/m0.74
ACER ONE: ACER ONE:-0.740.41-0.410.22-0.220.21MF
INFT/m0.74-0.740.41-0.410.22-0.220.21
MF SUPT/cm73.61-32.70-19.00-0.88
MF INFT/cm73.61-32.70-19.00-0.88
399159.0981454.550011812500.0001265.6301-73.60881454.55617695.68109268.2900118125001265.630232.7040109268.29753453.25149333.330011812501265.630319.00400149333.33534916.670001181251265.630.00*4=0.876118125.00000635409.0981454.55001265.631265.635-73.60801181250081454.55853945.68109268.2901265.631265.63632.7040011812500109268.29989703.25149333.331265.631265.63719.00400011812500149333.33771166.671265.631265.6380.8761265.631265.631265.631265.639.049.049.049.0436.160 10.00000009.049.049.049.04036.16 20.000
GIROS0.0000030112-0.00000025950.00000015790.0000001724-0.00000057090.0000000944-0.0000000255-0.0000000206-0.00008957790.00001829251-0.0001823794-0.00000024630.0000018439-0.00000023340.00000018910.0000000811-0.00000027060.0000000643-0.0000000409-0.00004854940.000005813520.0000605340.0000001717-0.00000023120.0000015242-0.0000003623-0.00000003940.000000062-0.00000020280.0000000951-0.00003560990.00000297730.00000960520.00000017990.0000001834-0.00000036950.0000022074-0.0000000281-0.00000003520.0000001024-0.0000003573-0.0000659040.00001113944-0.0000097759-0.00000037090.00000018210.00000003230.00000011480.000001668-0.00000018590.0000000207-0.0000000204-0.000050425-0.00005188595-0.00009451410.0000002217-0.00000020720.00000010680.0000000553-0.0000001990.0000012389-0.00000015220.0000000218-0.0000380152-0.000031831960.00003127790.00000007380.0000001135-0.00000016810.00000017290.0000000069-0.00000015440.0000010836-0.0000002357-0.0000312374-0.000024512870.00001006480.00000013720.00000003830.0000001512-0.0000002448-0.00000002780.0000000275-0.00000022850.0000013794-0.0000431407-0.00004027168-0.0000063733-0.000109092-0.0000538135-0.0000378035-0.0000772570.00001914520.00000499660.00000197630.00001104360.0360824686-0.0013006613 10.0042854498-0.0000000155-0.0000000317-0.0000000306-0.0000000246-0.000000362-0.0000002315-0.0000001809-0.00000028630.00004070460.0276914465 20.0000148862
M VIG SUPT.cm48.83-78.6055.18-32.1923.31-23.3921.02M VIG SUPT.m0.49-0.790.55-0.320.23-0.230.21M COL SUP1T.cm-48.8323.428.882.36M COL SUP1T.m-0.490.230.090.02M COL SUP2T.cm-38.4519.968.942.76M COL SUP2T.m-0.380.200.090.03par de fuerzas=-0.300.23-0.00M VIG INFT.cm60.76-76.2148.84-35.2923.95-22.3021.02M VIG INFT.m0.61-0.760.49-0.350.24-0.220.21M COL INF1T.cm-22.317.412.40-1.49M COL INF1T.m-0.220.070.02-0.01M COL INF2T.cm-11.153.711.21-0.73M COL INF2T.m-0.110.040.01-0.01par de fuerzas=-0.150.140.02 M SUP0.000.000.000.00 M INF-0.00-0.000.000.00
V ISOS SUPTon0.800.800.600.600.440.441.49V HIP SUP0.05-0.05-0.060.060.00-0.00 V SUPTon0.861.291.091.93
V ISOS INFTon0.800.800.600.600.440.441.49V HIP INF0.03-0.03-0.030.03-0.010.01 V INFTon0.831.341.061.94
CALCULO DE LA FUERZA SISMICA
399159.09090909181454.5454545455001181250001265.62501081454.5454545455617695.676274945109268.29268292700118125001265.6250200109268.292682927753453.25203252149333.3333333330011812501265.62503000149333.333333333534916.6666666670001181251265.625040118125000635409.09090909181454.5454545455001265.6251265.625*5 =001181250081454.5454545455853945.676274945109268.29268292701265.6251265.625600011812500109268.292682927989703.25203252149333.3333333331265.6251265.6257000011812500149333.333333333771166.6666666671265.6251265.625801265.6251265.6251265.6251265.6259.04017857149.04017857149.04017857149.040178571436.160714285700.1622FA100009.04017857149.04017857149.04017857149.0401785714036.16071428570.0749FA2
INVERSA MATRIZ KB*DM-B*DGIROS0.0000027403-0.00000039310.0000000641-0.0000000194-0.00000052310.0000001069-0.00000002050.0000000069205.3280583846-205.3280583846-0.0003620953-0.00000039310.0000017715-0.00000028430.00000008510.0000001069-0.00000026380.000000067-0.000000026205.3280583846-205.3280583846-0.00020731860.0000000641-0.00000028430.0000014869-0.0000004385-0.00000002050.000000067-0.00000020090.0000001061205.3280583846-205.3280583846-0.0001555383-0.00000001940.0000000851-0.00000043850.00000206630.0000000069-0.0000000260.0000001061-0.000000337205.3280583846-205.3280583846-0.0002726591-0.00000052310.0000001069-0.00000002050.00000000690.000001694-0.00000017930.0000000231-0.0000000055300.1794595283-300.1794595283-0.00037170260.0000001069-0.00000026380.000000067-0.000000026-0.00000017930.0000012439-0.00000015030.0000000331300.1794595283-300.1794595283-0.000260559-0.00000002050.000000067-0.00000020090.00000010610.0000000231-0.00000015030.0000010851-0.0000002264300.1794595283-300.1794595283-0.0002096660.0000000069-0.0000000260.0000001061-0.000000337-0.00000000550.0000000331-0.00000022640.0000013922300.1794595283-300.1794595283-0.0003068876
BT * GT * DS = BT * G + T * D-1.27298735295.86651595384.5935286009-0.01038549472.71004003272.6996545379
ESTRUCTURA A-DMATRIZ DE RIGIDEZ DE LA ESTRUCTURA (PORTICOS A+B+C+D)
Z0.40NIVELHPESO/m^2AREAWW*HFiI1.00130.95127120.65361.9510.05C5.64 > 33260.7512795.25571.515.86S1.20215.9933.4525.91T0.28H6.00V25.908Ct0.07FIR10.00pa1.00
23450007000000472500005062.50107000004848958.333333331166666.666666670557812.505976.562502001166666.666666673619583.33333333006431256890.62503047250000329000070000005062.55062.5 *4=00557812.50700000237135208.333333116666666.6666675976.56256890.62550006431250116666666.666667235905833.3333336890.6256890.625605062.55976.56256890.6255062.55976.56256890.625128.06919642860 115.862040816316.820005062.55976.56256890.6250134.5982142857 210.0459591837
DEFORMACIONES0.0000004925-0.00000006230.0000000537-0.00000004640.0000000007-0-0.00001764580.0000017091-0.0002627293-0.00000006230.0000002384-0.00000006580.0000000193-0.00000000080.0000000008-0.0000058889-0.0000007235-0.00010067890.0000000537-0.00000006580.00000033130.00000002050.000000001-0.0000000008-0.0000176883-0.0000007775-0.0002883837-0.00000004640.00000001930.00000002050.000000353-0.0000000010.0000000012-0.0000141463-0.0000132907-0.00035790780.0000000007-0.00000000080.000000001-0.00000000090.0000000056-0.0000000028-0.0000001161-0.0000001093-0.0000029395-00.0000000008-0.00000000080.0000000012-0.00000000280.0000000056-0.0000002115-0.0000001919-0.0000052822-0.0000176453-0.0000058894-0.0000176879-0.0000141482-0.0000001133-0.00000021290.01030831660.00054883990.16902456170.0000017143-0.0000007297-0.0000007705-0.0000132989-0.0000000688-0.00000021190.00054805180.00794408660.0884991904
ANALISIS DE TORSION EN PLANTA
COMPROBACIONRIGIDEZ LATERAL RiPISO 1PISO 2PISO 1PISO 2 PORTICO A2.50864702694.191419073328.3524.80PORTICO B2.51417535143.72619059928.4122.05PORTICO C2.50864702694.191419073328.3524.80PORTICO D2.51417535143.72619059928.4122.05SUMA 10.045644756615.8352193446S CALCULADO 10.045959183715.8620408163FACTOR DE AJUSTE 1.0001.002
PISO 1PISO 2PORTICO 13.6735.96149.0136.74PORTICO 23.6735.27349.0232.50PORTICO 32.7004.59436.0228.31SUMA10.04615.827S CALCULADO 10.045959183715.8620408163FACTOR DE AJUSTE 1.0001.002
TORSION EN PLANTA PISO 1PORTICOXYRix*Riy*RiCiRi*Ci^2e*Ci*Ri/ri*Ci^2e*Ci*Ri/ri*Ci^2F torsionF ajuste FtotalA028.350B5.528.41156.2496150774C9.628.35272.1269127257D12.628.41357.9536636318
1849.01392.05596932712349.02147.04682404463036.020
CENTRO DE GRAVEDAD DE LA LOSA XY6.81253.525
ESTRUCTURA 1-3
Z0.40NIVELHPESO/m^2AREAWW*HFiI1.00130.95127120.65361.9510.0459591837C5.64 > 33260.7512795.25571.515.8620408163S1.20215.9933.4525.908T0.28H6.00V25.908Ct0.07FIR10.00pa1.00
1282789.77244363.640.000.00397031.250.000.000.004253.910.0010244363.642023712.03327804.880.000.00439687.500.000.004710.940.00200.00327804.882345672.26448000.000.000.00397031.250.004253.910.00300.000.00448000.001775375.000.000.000.00439687.504710.940.00 *40397031.250.000.000.002162164.77244363.640.000.004253.914710.94500.00439687.500.000.00244363.642903087.03327804.880.004710.944710.94600.000.00397031.250.000.00327804.883225047.26448000.004253.914710.94700.000.000.00439687.500.000.00448000.002654750.004710.944710.94804253.914710.944253.914710.9430.3933.6530.3933.65128.070.00 115.86204081630.000.000.000.0033.6533.6533.6533.650.00134.60 210.0459591837
MATRIZ INVERSA DEFORMACIONES0.0000009358-0.00000006280.00000004740.0000000625-0.00000017440.0000000252-0.000000007-0.0000000089-0.00002722110.0000057761-0.0003737569-0.00000005980.0000005704-0.00000006490.00000006410.0000000214-0.00000009020.0000000192-0.0000000137-0.00001672660.0000022156-0.00024306080.0000000519-0.00000006330.0000004852-0.0000001002-0.00000001140.000000018-0.00000006530.0000000278-0.00001096310.0000010845-0.0001630020.00000006340.0000000624-0.00000010350.0000006761-0.0000000101-0.00000001180.0000000303-0.0000001169-0.00002177290.0000037943-0.0003072451-0.00000011480.00000005640.00000001010.00000003710.0000004897-0.000000050.000000005-0.0000000066-0.0000143102-0.0000153344-0.00038103710.0000000695-0.00000006430.00000003380.0000000232-0.00000005350.0000003636-0.00000004140.0000000034-0.0000122671-0.0000095247-0.00029026540.00000002390.0000000371-0.00000005450.00000005470.0000000007-0.00000004280.0000003303-0.0000000646-0.0000094069-0.0000078266-0.00022783810.00000004390.00000001730.0000000468-0.0000000751-0.00000000830.0000000053-0.00000006160.0000003998-0.0000134701-0.0000117343-0.0003315459-0.0000329491-0.0000190985-0.0000115089-0.00002598330.00000565630.00000224030.0000005270.00000408690.0105051621-0.00043786710.1622345153-0.0000000056-0.0000000116-0.0000000091-0.00000001-0.0000001071-0.000000069-0.0000000581-0.0000000830.00001236360.0074406240.074944317