interior flat slab has a span (5.4m & 6.6m) and it supported on square columns 0.4m in diameter. The slab is with out drop panels and has total thickness 150mm, the slab is reinforced by ϕ12@125mm in the positive bending moment of the column strip in both directions, and by ϕ12@63mm in the negative bending moment of same column strip. Knowing that the f’c = 25MPa and fy= 310 MPa, cover = 20mm. Find the following: a) Wu from Beam shear b) Wu from Punching shear c) What is the ultimate load Wu can apply? *

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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 An interior flat slab has a span (5.4m & 6.6m) and it supported on square columns 0.4m in diameter. The slab is with out drop panels and has total thickness 150mm, the slab is reinforced by ϕ12@125mm in the positive bending moment of the column strip in both directions, and by ϕ12@63mm in the negative bending moment of same column strip. Knowing that the f’c = 25MPa and fy= 310 MPa, cover = 20mm. Find the following: a) Wu from Beam shear b) Wu from Punching shear c) What is the ultimate load Wu can apply? *
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