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RE: 1997 UBC Masonry Wall Design

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Where are you getting the distance of 0.367H for the lower portion force?
It may be in the code and I haven't found it yet, but an example from the
Seismic Design manual Vol. I by ICBO, (Example 35, page 107), indicates you
just average the force at base and at roof level.

Larry Hauer. SE