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CIVI_453_-_Chapter_2_-_Design_of_Two-way_slabs_-_pages_18-23

CIVI_453_-_Chapter_2_-_Design_of_Two-way_slabs_-_pages_18-23...

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18 S TEP 3 : S ELECT S LAB R EINFORCEMENT At any location, the reinforcement required to resist the moment is determined by analyzing a 1 m width of slab as a beam. Table 5.10 in CCPA design handbook gives A s per meter width for various combinations of bar size and spacing. Table 5.10 Area of reinforcing steel S A ( 2 mm
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