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Showing results for tags 'one way slab'.
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If we have long spans in RCC slabs for one way slab system, then as per ACI code minimum thickness criteria comes out to be 21 " or so for 26 feet span. So in this case, we should go for flat slab system with drop panels ??
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how to optimize one way slabs ? optimal design of one way slabs ? what are key points to look for optimization? What should be the variables (Rho , Depth) ? how to make an economical slab? Thanks!
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Salam what should be the length of negative reinforcement on longer side of the one way slab.any reference to literature?
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- negative reinforcement
- one way slab
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