ASCE 7-05 Figure 6-9Wind Torsion
Posted 18 January 2012 - 11:10 PM
Do these diaphragm torsions only get introduced for rigid diaphragms? I could see it having practical considerations on a rod/cable braced roof of a metal building for example, but I'm not totally clear on flexible diaphragms.
Thanks anyone who has an opinion or has a better grasp.
Posted 19 January 2012 - 04:17 PM
Posted 19 January 2012 - 05:47 PM
Thanks for commenting by the way.
Posted 20 January 2012 - 03:02 PM
0 user(s) are reading this topic
0 members, 0 guests, 0 anonymous users