Home
Download PDF
Order CD-ROM
Order in Print
Home
>
United Facilities Criteria CD 1
>
> Table7-8: Nonlinear Static Procedure - Simplified Force- Deflection Relations for Reinforced Masorny Shears Walls
Table 7-7: Linear Static Procedure -m Factors for Reinforced Masonry In- Plane Walls
Figure 7-17. Plywood Sheathed Wood Stud Shear Walls
Seismic Design for Buildings - index
Page Navigation
164
165
166
167
168
169
170
171
172
173
174
7-45