Peso Manual

y HA =2403Kg/m3Area piso =144m2

losasLx =6mLy=6me =0.15mcantidad =4VOL=21.6m3Peso =51904.8Kg

Vigasa =0.25mb =0.5mLong =5.4mdescuento de ancho colcantidad =12VOL=8.1m3Peso =19464.3Kg

Columnasa =0.6mb =0.6mAltura =3mcantidad =9Volumen =9.72m3Peso =23357.16Kg

PP nivel =94726.26KgPP/Area nivel=0.65782125T/m2

568357.56

PisoPP (T/m2)CM (T/m2)SC (T/m2)% SCArea pisoPeso Sism (T)10.657821250.20.1525%144128.9262620.657821250.20.1525%144128.9262630.657821250.20.1525%144128.9262640.657821250.20.1525%144128.9262650.657821250.20.1525%144128.9262660.576720.20.1525%144117.24768

TOTAL =761.87898T

Peso segun ETABS

StoryDiaphragmMassXMassYXCMYCMCumMassXCumMassYXCCMYCCMXCRYCRSTORY1D113.137513.13756613.137513.13756666STORY2D213.137513.13756613.137513.13756666STORY3D313.137513.13756613.137513.13756666STORY4D413.137513.13756613.137513.13756666STORY5D513.137513.13756613.137513.13756666STORY6D611.947811.94786611.947811.94786666

TOTAL =77.6353g =9.81P sismico =761.602293

Hoja3