Centro de Masa y Rigidez
5
DESCRIP. ANCHO LARGO ALTO P.U W Lx Ly PRIMER PISO viga - v1x 0.3 4 0.50 2400 1440 2 0.15 v2x 0.3 4 0.50 2400 1440 2 4.85 v1y 0.3 5 0.50 2400 1800 0.15 2.5 v2y 0.3 5 0.50 2400 1800 3.85 2.5 columna - c1 0.3 0.3 2.70 2400 583.2 0.15 0.15 c2 0.3 0.3 2.70 2400 583.2 3.85 0.15 c3 0.3 0.3 2.70 2400 583.2 3.85 4.85 c4 0.3 0.3 2.70 2400 583.2 0.15 4.85 losa - 4 5 280 5600 2 2.5 acabados - 4 5 100 2000 2 2.5 muro - m1 0.15 3.4 2.70 1800 2478.6 2 0.075 m2 0.15 3.4 2.70 1800 2478.6 2 4.925 m3 0.15 4.4 2.70 1800 3207.6 0.075 2.5 m4 0.15 4.4 2.70 1800 3207.6 3.925 2.5 m5 0.15 2 2.70 1800 1458 2 3.85 carga viva - 4 5 50% 250 2500 2 2.5 31743.2 2.00 ( ▒ ∑ 〖 ( ) ∗ 〗 )/( ▒ ∑ 〖 ( ) 〗 )= =( ▒ ∑ 〖 ( ) ∗ 〗 )/( ▒ ∑ 〖 ( ) 〗
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Transcript of Centro de Masa y Rigidez
CENTRO DE MASADESCRIP.ANCHOLARGOALTOP.UWLxLyW*LxW*LyPRIMER PISOviga---v1x0.340.502400144020.152880216v2x0.340.502400144024.8528806984v1y0.350.50240018000.152.52704500v2y0.350.50240018003.852.569304500columna---c10.30.32.702400583.20.150.1587.4887.48c20.30.32.702400583.23.850.152245.3287.48c30.30.32.702400583.23.854.852245.322828.52c40.30.32.702400583.20.154.8587.482828.52losa---45280560022.51120014000acabados---45100200022.540005000muro---m10.153.42.7018002478.620.0754957.2185.895m20.153.42.7018002478.624.9254957.212207.105m30.154.42.7018003207.60.0752.5240.578019m40.154.42.7018003207.63.9252.512589.838019m50.1522.701800145823.8529165613.3carga viva---4550%250250022.55000625031743.263486.481326.32.002.56
CENTRO DE RIGIDEZDESCRIP.ANCHOLARGOALTOIxIyRxRyLxLyRx*LxRy*LyPRIMER PISOvigav1x0.340.500.0031250.00312565211.195357852565211.195357852520.15130422.3907157059781.6793036779v2x0.340.500.0031250.00312565211.195357852565211.195357852524.85130422.390715705316274.297485584v1y0.350.500.0031250.00312565211.195357852565211.19535785250.152.59781.6793036779163027.988394631v2y0.350.500.0031250.00312565211.195357852565211.19535785253.852.5251063.102127732163027.988394631columnac10.30.32.700.4920750.49207565211.195357852565211.19535785250.150.159781.67930367799781.6793036779c20.30.32.700.4920750.49207565211.195357852565211.19535785253.850.15251063.1021277329781.6793036779c30.30.32.700.4920750.49207565211.195357852565211.19535785253.854.85251063.102127732316274.297485584c40.30.32.700.4920750.49207565211.195357852565211.19535785250.154.859781.6793036779316274.297485584murom10.153.42.700.24603750.246037532605.597678926232605.597678926220.07565211.19535785252445.4198259195m20.153.42.700.24603750.246037532605.597678926232605.597678926224.92565211.1953578525160582.568568712m30.154.42.700.24603750.246037532605.597678926232605.59767892620.0752.52445.419825919581513.9941973156m40.154.42.700.24603750.246037532605.597678926232605.59767892623.9252.5127976.97088978581513.9941973156m50.1522.700.24603750.246037532605.597678926232605.597678926223.8565211.1953578525125531.551063866684717.551257451684717.5512574511369435.10251491755811.435010182.002.56
217370.651192842
EXCENTRICIDADEx=2.562.560.00Ey=220
