Jun 6, 2011 #1 ooox Structural Joined Jun 22, 2009 Messages 95 Location US Does anyone have on PDF copy of CA34.1 from 1969? I'm trying to determine what load combination factors were used back then, I believe they were the 1.4G + 1.6Q like the old British Standards.
Does anyone have on PDF copy of CA34.1 from 1969? I'm trying to determine what load combination factors were used back then, I believe they were the 1.4G + 1.6Q like the old British Standards.
Jun 15, 2011 #2 apsix Structural Joined Sep 21, 2004 Messages 1,358 Location AU I assume there would be no load factors specified as it was all working stress design back then. Upvote 0 Downvote