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SOME RECENT PROBLEM IN APPLYING ACI 318 DEFLECTION CRITERIA

Author: KEN BONDY | Size: 1.6 MB | Format: PDF | Quality: Unspecified | Publisher: ACI Fall Convention | Year: 2004 | pages: 42 | ISBN: -

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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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