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Fwd: Plywood Shear Walls with Windows

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Does anyone have a good reference sample calculations
for the analysis of a shear wall with an opening (window)
which requires 2 hold downs instead of 4?

I have one for a hole in a horizontal diaphragm, but
not a shear wall.


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Richard Lewis, P.E.
Missionary TECH Team
rlewis(--nospam--at)techteam.org

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