Civil Engineering Reference
In-Depth Information
P ( kip )
(Pmax)
(Pmax)
7000
5000
3000
1000
1
-10000 -6000 -2000 2000 6000 10000
My (k-ft)
(Pmin)
(Pmin)
-1000
Figure 6-7 Interaction Diagram for Shearwall Bending About the Y-axis
 
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