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Grade for Equipment Seismic Design Force[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: <seaint(--nospam--at)seaint.org>
- Subject: Grade for Equipment Seismic Design Force
- From: "Nels Roselund, SE" <njineer(--nospam--at)att.net>
- Date: Thu, 8 May 2003 08:48:08 -0700
Section 1632 of the 1997 UBC, Equation 32-2 relates Fp to the elevation of the component in relation to grade.
In a building with a below-grade floor, where is grade for use in Equation 32-2. Is grade the same as the base of the building, or is it adjacent exterior grade? 'Base' is defined in Section 1627, but 'Grade' is not. It seems to me that if grade = base, the code writers would not have introduced a new word, 'grade', here.
For a concrete or masonry building, I would designate grade as the lowest floor level [not at adjacent exterior grade] -- that is where seismic force acts on the structure. This is treating the Equation as if Grade = Base.
For a wood-framed building constructed on a concrete basement wall, I would designate grade as the top of the concrete wall, since there is a significant change in rigidity of the lateral load resisting system at the concrete/wood interface -- the wood structure will respond as if seismic loads act at the top of the concrete. This also is treating the Equation as if Grade = Base.
Is something else intended?
South San Gabriel, CA
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