EBK PRINCIPLES OF GEOTECHNICAL ENGINEER
9th Edition
ISBN: 9781337517218
Author: SOBHAN
Publisher: VST
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Chapter 14, Problem 14.15P
The cross section of a braced cut supporting a sheet pile installation in a clay soil is shown in Figure 14.22. Given: H = 12 m, γclay = 17.9 kN/m3, ϕ = 0, c = 75 kN/m2, and the center-to-center spacing of struts in plan view, s = 3 m.
- a. Using Peck’s empirical pressure diagrams, draw the earth-pressure envelope.
- b. Determine the strut loads at levels A, B, and C.
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CHAPTER 9
ANALYSIS OF STATICALLY INDETERMIN
9-23. Determine the reactions at the supports, then draw
the moment diagrams for each member. Assume A and B
are pins and the joint at C is fixed connected. EI is constant.
Se
9-2
12 kN
2 m
2 m
6 kN/m
A
6 m
Prob. 9-23
B
I need a solution to this problem
Chapter 14 Solutions
EBK PRINCIPLES OF GEOTECHNICAL ENGINEER
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How to build angle braces; Author: Country Living With The Harnish's;https://www.youtube.com/watch?v=3cKselS6rxY;License: Standard Youtube License