Effective width of catilever slabs
Effective width of catilever slabs
(OP)
Dose anybody know any equations about the effective width of a cantilever slab under one point load at the tips or a general equation showing the effective width being a function of the span and the distance of the point load from the fixed end??






RE: Effective width of catilever slabs
DaveAtkins
RE: Effective width of catilever slabs
RE: Effective width of catilever slabs