3,200 lb 1.2 k/ft 1,200 lb 1.2 k 14 k•ft A D B Dy= 1.43 k Cy= 14.17 k Ay = 2.0 k 8 ft. 5 ft. 10 ft. 3 ft. 7 ft. 5 ft. 5 ft. 2 ft.

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter14: Sheet-pile Walls
Section: Chapter Questions
Problem 14.9P
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Draw the shear and moment diagram

3,200 lb
1.2 k/ft
1,200 lb
1.2 k
14 k•ft
A
В
Dy= 1.43 k
Cy= 14.17 k
Ay = 2.0 k
8 ft.
5 ft.
10 ft.
3 ft.
7 ft.
5 ft.
5 ft.
2 ft.
Transcribed Image Text:3,200 lb 1.2 k/ft 1,200 lb 1.2 k 14 k•ft A В Dy= 1.43 k Cy= 14.17 k Ay = 2.0 k 8 ft. 5 ft. 10 ft. 3 ft. 7 ft. 5 ft. 5 ft. 2 ft.
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