Building Structural Design - Anchored Bulkheads

Chapter 8: Earth Retaining Structures, Part 3

                   

Description:

          This application computes net pressures on the bulkhead, required depth of embedment of the sheet piles, maximum bending moment and the bending moment at the tie rod anchor point, the total active soil and water pressure, the net passive earth pressure reaction, and the tie rod anchor force using the "free earth" method.

Next: Chapter 9, Part 1Previous: Chapter 8, Part 2