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This document summarizes the flat slab design of a project in Rawang, Malaysia according to BS8110:1985. Key details include slab dimensions of 4500x4500mm with 200mm thickness. Loads include 17.73kN/m2 dead load and 5kN/m2 live load. Moment and shear capacity are calculated at supports and spans. Required and provided reinforcement ratios are determined for flexure and punching shear. Deflection and crack width checks are also performed and pass criteria.

Author

johan.hafiz6926

Language

EN