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aslam · (This post was last modified: 08-29-2012, 12:27 PM by oanm2000.)

SOME RECENT PROBLEM IN APPLYING ACI 318 DEFLECTION CRITERIA

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Deflection criteria should be based on all things known to affect deflection (loads, modulus of elasticity, etc.)

No real penalty for designers – Computers make complicated deflection calculations transparent

Minimum thickness criteria should not permit thinner slabs than required by computation

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