Civil Engineering Reference
In-Depth Information
P (kip)
(Pmax)
7000
5000
3000
1000
1
10000 20000 30000 40000
Mx (k-ft)
(Pmin)
-1000
Figure 6-6 Interaction Diagram for Shearwall Bending About the X-axis
 
Previous Page
Next Page
Simplified Design of Reinforced Concrete Buildings
Search WWH ::




Custom Search
Home