10-14-2010, 04:59 AM
1) According to ACI table 9.C minimum depth for cantilever slabs is span (face of support to edge of cantilever) divided by 10..
2)Floor finishes of 3"(75mm) = 3/12 * 144 = 36psf = 1.75kPa
3)Parition wall load must be per actual plan otherwise for light part. walls its 20psf = 1kPa.
4)For ceiliing and services general load is 15psf = 0.75kPa
2)Floor finishes of 3"(75mm) = 3/12 * 144 = 36psf = 1.75kPa
3)Parition wall load must be per actual plan otherwise for light part. walls its 20psf = 1kPa.
4)For ceiliing and services general load is 15psf = 0.75kPa
WS