08-28-2012, 02:18 AM
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: -
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
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
http://forum.civilea.com/thread-27464.html
***************************************
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
http://forum.civilea.com/thread-27464.html
***************************************