Oct 4, 2006 #1 Berniedog Structural Dec 19, 2005 200 We are designing a steel stair system. Is there a code requirement for what percent of Live Load we need to use for our seismic calculations (2003 IBC)?
We are designing a steel stair system. Is there a code requirement for what percent of Live Load we need to use for our seismic calculations (2003 IBC)?
Oct 4, 2006 #2 JAE Structural Jun 27, 2000 15,463 I don't believe you use any LL in the stair design for seismic. See 1617.4.1 for the definition of W. Upvote 0 Downvote
I don't believe you use any LL in the stair design for seismic. See 1617.4.1 for the definition of W.
