Question: Partial view of two different column supported slabs is given below. Calculate the critical shear perimeter for each cases. Slab thickness h _ ( f

Partial view of two different column supported slabs is given below. Calculate the critical shear perimeter for each cases. Slab thickness h_(f)=18cm. Effective depth d=16cm. All dimensions given in the plan are cm .(Drawings are not scaled !)
Partial view of two different column supported

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