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What is Two-Way Slab Design Analysis about?

This document contains calculations for the design of a two-way concrete slab with a thickness of 406.4 mm. The slab is designed to support total factored loads of 72.99 kN/m2. Reinforcement is calculated as 765.6 mm2 of steel in the x-direction with a bar spacing of 103-137 mm. In the y-direction, 345.4 mm2 of steel is required with a spacing of 328 mm. Deflection checks show the actual deflection to modification factor ratio of 11.05 is less than the allowable of 52, so the design meets requirements.

Author

Nagender Kumar

Language

EN