ramihabchi
Structural
Hi.I am new to safe.I have modeled a slab 30cm thick with 8x8m span as a test
Dead load 500kg/m2 live load 500k/m2.I am obtaining massive amount of steel.and if I average at peaks with width 0.3 to 1 meter it is giving 35cm2 at cornet.what might be the problem?
Dead load 500kg/m2 live load 500k/m2.I am obtaining massive amount of steel.and if I average at peaks with width 0.3 to 1 meter it is giving 35cm2 at cornet.what might be the problem?
