Refer to the braced cut shown in the figure for which y= 20 kN/m², o'=23º, and c' = 0. 2.0000 The struts are located 5 m on center in the plan. Determine the strut load at C. 3.0000 B. 3.0000 2.0000 A 474.6 kN В 47.46 kN 1186.45 kN D 237.29 kN

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter15: Retaining Walls, Braced Cuts, And Sheet Pile Walls
Section: Chapter Questions
Problem 15.21P: Determine the factor of safety against bottom heave for the braced cut described in Problem 15.18....
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Refer to the braced cut shown in the figure for
which y= 20 kN/m², o'=23º, and c' = 0.
2.0000
The struts are located 5 m on center in the plan.
Determine the strut load at C.
3.0000
B.
3.0000
2.0000
A
474.6 kN
B
47.46 kN
1186.45 kN
D
237.29 kN
Transcribed Image Text:Refer to the braced cut shown in the figure for which y= 20 kN/m², o'=23º, and c' = 0. 2.0000 The struts are located 5 m on center in the plan. Determine the strut load at C. 3.0000 B. 3.0000 2.0000 A 474.6 kN B 47.46 kN 1186.45 kN D 237.29 kN
Refer to the braced cut shown in the figure for
which y= 20 kN/m, o'=23°, and c' 0.
Refer to the braced cut shown in the figure for
which y= 20 kN/m, o'=23°, and c' = 0.
2.0000
2.0000
The struts are located 5 m on center in the plan.
The struts are located 5 m on center in the plan.
Determine the strut load at A
Determine the strut load at B.
3.0000
3.0000
B.
B.
3.0000
3.0000
2.0000
2.0000
A
1186.45 kN
B
237.29
47.46
A
B
474.6
474.26
D
1816.29
94.92
D
237.3
Transcribed Image Text:Refer to the braced cut shown in the figure for which y= 20 kN/m, o'=23°, and c' 0. Refer to the braced cut shown in the figure for which y= 20 kN/m, o'=23°, and c' = 0. 2.0000 2.0000 The struts are located 5 m on center in the plan. The struts are located 5 m on center in the plan. Determine the strut load at A Determine the strut load at B. 3.0000 3.0000 B. B. 3.0000 3.0000 2.0000 2.0000 A 1186.45 kN B 237.29 47.46 A B 474.6 474.26 D 1816.29 94.92 D 237.3
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