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United Facilities Criteria CD 1
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> Figure 7-17. Plywood Sheathed Wood Stud Shear Walls
Table7-8: Nonlinear Static Procedure - Simplified Force- Deflection Relations for Reinforced Masorny Shears Walls
Table 7-9. Factored Shear Resistance in Kips Per Foot (KLF) For Seismic Force
Seismic Design for Buildings - index
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