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Seismic Design of Steel Stairs
- To: <seaint(--nospam--at)seaint.org>
- Subject: Seismic Design of Steel Stairs
- From: "Michael Bryson" <michael.bryson(--nospam--at)englekirk.com>
- Date: Thu, 18 Jan 2001 16:00:10 -0800
If I could get some opinions:
Would you use Fp to determine seismic forces?
Would you consider the stringers as laterally braced by the treads/risers
for bending? for axial load?