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This document discusses the calculation of rebar for a roof slab. It provides data on material properties, loading conditions, and static analysis. The maximum bending moments are calculated to be 1.352 kNm in the X direction and 1.191 kNm in the Y direction. The required rebar ratios and areas are then calculated based on the bending moments, material properties, and code requirements. The recommended rebar is #10 bars at 150mm spacing in both directions.

Author

Dewi Ragil

Language

EN