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This document summarizes the design of a reinforced concrete slab. The slab has dimensions of 4.7m x 9.45m with a thickness of 50cm. The slab is designed to support a total factored load of 26kN/m^2. Reinforcement is calculated to be 16mm bars at 20cm spacing in the short span direction and 10mm bars at 20cm spacing in the long span direction. Shear strength and deflection are checked and found to meet code requirements. The slab design is adequate to support the expected loads.

Author

Madhu Sudhan

Language

EN