Feb 27, 2004 #1 par060 Structural Joined Feb 28, 2001 Messages 146 Location US I'm working with the Canadian building code...which I left iin the office. Can someone give me the load combination factors for limit state design for D+L ans D+L+siesmic....thanks in advance....I believe the section is 4.3.1
I'm working with the Canadian building code...which I left iin the office. Can someone give me the load combination factors for limit state design for D+L ans D+L+siesmic....thanks in advance....I believe the section is 4.3.1
Mar 3, 2004 #2 VoyageofDiscovery Structural Joined Apr 7, 2002 Messages 617 Location CA Hi par060, This may be late. 1.25D+1.5L 1.00D+1.0L+1.0Seismic But check the code for different situations. Regards VOD Upvote 0 Downvote
Hi par060, This may be late. 1.25D+1.5L 1.00D+1.0L+1.0Seismic But check the code for different situations. Regards VOD