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The document describes the design of a staircase slab (S5A). It provides the thickness of the waist slab and other dimensions. It then calculates the factored load on the slab and determines the effective span. The maximum bending moment and steel required are calculated. The main steel and distribution steel are designed to meet the requirements with T12 bars at 150mm c/c as main steel and T8 bars at 175mm c/c as distribution steel. Shear checks are also performed and found to be safe.

Author

Mainali Ishu

Language

EN