Figure 7-4. Design Curves

Figure 7-4. Design Curves for Masonry And Concrete Shear Walls

Methods of analysis.

Seismic Design for Buildings - index
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Metric equivalents:

Curves based on:

T = 305mm

P = 4448 MN

E = 20,685 Mpa

For other modulus of elasticity, (E), multiply ∆ by 20,685/E.

For other pier thickness, (T), multiply ∆ by 305/T.

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