Hoja1Rigidez y centro de rigidecesEc =15000 (fc)^0.5Ec =2173707Ton/m2Em =500 f'mEm =250000Ton/m28.69

1 Piso 2 Piso h=2.600m.h=2.600m.

MurosL(m)t(m)KYKxYMurosL(m)t(m)KYKxYX 12.7900.25010,359.8890.070725.19228.8092.7900.25010,359.8890.070725.192X 22.3000.1403,816.9786.13023398.07722.1192.3000.1403,816.9786.13023398.077X 32.5300.1404,714.2559.28043748.28742.1442.5300.1404,714.2559.28043748.287X44.7500.14015,229.98412.430189308.702X44.7500.14015,229.98412.430189308.702=34,121.106=257180.258=34,121.106=257180.258

Ycr=7.537m.Ycr=7.537m.Direccin YDireccin Y

MurosL(m)t(m)KXKxXMurosL(m)t(m)KXKxXY112.5000.14053,030.6530.0703712.146Y112.5000.14053,030.6530.0703712.146Y22.1000.2405,307.0623.88020591.400Y22.1000.2405,307.0623.88020591.400Y37.0900.14026,976.9887.930213927.511Y37.0900.14026,976.9887.930213927.511Y44.1700.14012,323.6955.68069998.588Y44.1700.14012,323.6955.68069998.588=97,638.397=308229.645=97,638.397=308229.645

Xcr=3.157m.Xcr=3.157m.

Para el analisis consideramos todos los muros en volado

Hoja2

Excentricidad de Diseo

Exc. TericaPisoXcrYcrXcmYcmexey13.1577.5373.3405.911-0.1831.62623.1577.5373.3405.911-0.1831.626

Exc. AccidentalPisoLXLYexacceyacc18.0007.0000.3500.400210.02213.200.0.400310.02213.2000.0660.400410.02213.2000.0660.400

Exc. TericaExc. AccidentalExc. De Diseo en XExc. De Diseo en YExc. DePisoexeyexacceyacccaso 1caso 2excaso 1caso 2eyDiseo1-0.1831.6260.3500.4000.076-0.5330.5332.8391.2262.8392.8392-0.1831.626.0.400ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!2.8391.2262.839ERROR:#VALUE!

Momentos Torsores

PisoeVpMT(tn.m)12.83915.96045.31020.40010.7604.304