Mar 21, 2008 #1 dcredskins Structural Feb 4, 2008 62 Does IBC give a factor of safety for wood frame structure design in sliding and overturning? This is allowable stress design.
Does IBC give a factor of safety for wood frame structure design in sliding and overturning? This is allowable stress design.
Mar 21, 2008 #2 Lion06 Structural Nov 17, 2006 4,238 I believe there are none, just satisfy the load combinations (including 0.6DL + 1.0WL). Upvote 0 Downvote
Mar 21, 2008 Thread starter #3 dcredskins Structural Feb 4, 2008 62 Reading IBC, I got the same impression. It asks to satisfy the load combination per section 16, which is what you said. Upvote 0 Downvote
Reading IBC, I got the same impression. It asks to satisfy the load combination per section 16, which is what you said.
