Figure 9-6 Idealized Concentration of Stress at Edge of Rigid Footings Subjected

Pile Foundations.

Capacity Parameters.

Seismic Design for Buildings - index
Page Navigation
331

Figure 9-6 Idealized Concentration of Stress at Edge of Rigid Footings Subjected to

Overturning Moment

9 - 11

Western Governors University

Privacy Statement
Press Release
Contact

Integrated Publishing, Inc. - A (SDVOSB) Service Disabled Veteran Owned Small Business