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% of Live Load Required for stair design

% of Live Load Required for stair design

% of Live Load Required for stair design

(OP)
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)?

RE: % of Live Load Required for stair design

I don't believe you use any LL in the stair design for seismic.  See 1617.4.1 for the definition of W.

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