Apr 2, 2006 #1 tdsull Structural Apr 2, 2006 35 Does one need to consider prying action when designing botled moment conections? If not when does prying action need to be considered?
Does one need to consider prying action when designing botled moment conections? If not when does prying action need to be considered?
Apr 2, 2006 1 #2 dik Structural Apr 13, 2001 25,877 I do... and always have... End plate connections for moments are generally 3/4" thick material. Dik Upvote 0 Downvote
