PP Sismico
6
y HA = 2403 Kg/m3 Area piso = 144 m2 losas Lx = 6m Ly= 6m e = 0.15 m cantidad = 4 VOL= 21.6 m3 Peso = 51904.8 Kg Vigas a = 0.25 m b = 0.5 m Long = 5.4 m descuento de ancho c cantidad = 12 VOL= 8.1 m3 Peso = 19464.3 Kg Columnas a = 0.6 m b = 0.6 m Altura = 3m cantidad = 9 Volumen = 9.72 m3 Peso = 23357.16 Kg PP nivel = 94726.26 Kg PP/Area nivel= 0.65782125 T/m2 568357.56 Piso PP (T/m2) CM (T/m2) SC (T/m2) % SC Area piso 1 0.65782125 0.2 0.15 25% 144 2 0.65782125 0.2 0.15 25% 144 3 0.65782125 0.2 0.15 25% 144 4 0.65782125 0.2 0.15 25% 144 5 0.65782125 0.2 0.15 25% 144 6 0.57672 0.2 0.15 25% 144
-
Upload
jesus-rafael-curiel-penso -
Category
Documents
-
view
221 -
download
1
description
Calculo de Peso Sismico
Transcript of PP Sismico
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
