Some Recent Problems in Applying ACI 318 Deflection Criteria - Printable Version +- Civil Engineering Association (https://forum.civilea.com) +-- Forum: eBooks (https://forum.civilea.com/forum-63.html) +--- Forum: Journals, Papers and Presentations (https://forum.civilea.com/forum-74.html) +--- Thread: Some Recent Problems in Applying ACI 318 Deflection Criteria (/thread-37813.html) |
Some Recent Problems in Applying ACI 318 Deflection Criteria - aslam - 08-28-2012 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: *************************************** Code: *************************************** |