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Shear Wall Design for Wind

thread337-521659

Shear Wall Design for Wind

Shear Wall Design for Wind

(OP)
Hi everyone,

For shear walls that are short I know that we have to reduce capacity by 2b/h for seismic design. But, what if wind governs? I couldn't find any requirement for reduction for this case. Can you please help me find references?

Thank you
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RE: Shear Wall Design for Wind

NDS SDPWS 4.3.5.5.1 Exception 1 applies to both wind and seismic shearwall capacities

RE: Shear Wall Design for Wind

(OP)
alt0, do you mean SDPWS?

RE: Shear Wall Design for Wind

I think the reduction was seismic only for a while, so that's maybe the issue. If you're looking at, say, the 2008 SDPWS it may not be there to find.

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