Hoja1DENSIDAD DE ELEMENTOS RESISTENTES

BLOQUE 1BLOQUE 2AREA TECHADA195.3mAREA TECHADA165.02mEJE XEJE YEJE XEJE YPLACA PL-11.23mPLACA PL-10mPLACA PL-21.53mPLACA PL-20mPLACA PL-32.36mPLACA PL-30.79mPLACA PL-41.32mPLACA PL-40.49mCOL-PL10.38mCOL-PL10.38mCOL-PL20.48mCOL-PL20.48mCOL-PL30.84mCOL-PL30.84mCOL-PL40.48mCOL-PL40.48mCOL. INDIVID.1.62mCOL. INDIVID.1.62mCOL. INDIVID.1.76mCOL. INDIVID.1.76mSUMA AREAS6.43mSUMA AREAS3.63mSUMA AREAS5.57mSUMA AREAS3.21mDx=3.29%Dy=1.86%Dx=3.38%Dy=1.95%

PESO DEL PISO TIPICO =275.31Ton

BLOQUE 1BLOQUE 2AREA (m2)LARGO (m)VOLUMEN (m3)PESO (Ton)AREA (m2)LARGO (m)VOLUMEN (m3)PESO (Ton)COLUMNAS1.192.553.037.28COLUMNAS1.032.552.616.27PLACAS5.772.5514.7135.31PLACAS4.702.5511.9928.78VIGAS PERALTADAVIGAS PERALTADA0.25X0.450.1144.555.0112.030.25X0.450.1140.404.5510.910.20X0.450.0924.652.225.320.20X0.450.0919.301.744.17 VIGAS CHATA VIGAS CHATA0.30x0.200.0638.902.335.600.30x0.200.0632.701.964.710.15x0.200.032.800.080.200.15x0.200.032.700.080.190.40x0.200.085.000.400.960.10x0.200.025.650.110.270.10x0.200.024.350.090.210.10x0.150.023.100.050.11ALIGERADO130.8945.81ALIGERADO123.7743.32TABIQUERIA131.2819.69TABIQUERIA124.1018.61ACABADOS131.2813.13ACABADOS124.1012.41PESO TOTAL (Ton)145.55PESO TOTAL (Ton)129.75PESO DEL PISO TIPICO =

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