UNIVERSITY OF SCIENCE AND TECHNOLOGY OF SOUTHERN PHILIPPINES USTP Ab Bbal Cagayan de Oro | Claveria | Jasaan | Oroquieta Panaon | Vilanueva 91 Page Problem 4: A braced cut shown in the figure has struts A, B, C, D, and E spaced 3m on center. The dry unit weight is 12.5kN/m³, 0=32°, and c' = 60kPA. a. Compute the strut loads at level A, B, C, D, and E. b. Compute the maximum bending moments for determining the section of the wales. 2m 3m 3m 3m D 3m E 3m UNIVERSITY OF SCIENCE AND TECHNOLOGY OF SOUTHERN PHILIPPINES USTP Bubal Cagayan de Oro | Cleverta | Jasa Oroquieta | Panaon Vilanueva 10 Page
UNIVERSITY OF SCIENCE AND TECHNOLOGY OF SOUTHERN PHILIPPINES USTP Ab Bbal Cagayan de Oro | Claveria | Jasaan | Oroquieta Panaon | Vilanueva 91 Page Problem 4: A braced cut shown in the figure has struts A, B, C, D, and E spaced 3m on center. The dry unit weight is 12.5kN/m³, 0=32°, and c' = 60kPA. a. Compute the strut loads at level A, B, C, D, and E. b. Compute the maximum bending moments for determining the section of the wales. 2m 3m 3m 3m D 3m E 3m UNIVERSITY OF SCIENCE AND TECHNOLOGY OF SOUTHERN PHILIPPINES USTP Bubal Cagayan de Oro | Cleverta | Jasa Oroquieta | Panaon Vilanueva 10 Page
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter16: Lateral Earth Pressure
Section: Chapter Questions
Problem 16.15P
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Question
A braced cut shown in the figure has struts A, B, C, D, and E spaced 3m on center. The dry unit weight is 12.5kN/m³, 032°, and c=60kPA.
a. Compute the strut loads at level A, B, C, D, and E.
b. Compute the maximum bending moments for determining the section of the wales.
Transcribed Image Text:UNIVERSITY OF SCIENCE AND TECHNOLOGY
OF SOUTHERN PHILIPPINES
USTP Ab Bbal Cagayan de Oro | Claveria | Jasaan | Oroquieta Panaon | Vilanueva
91 Page
Problem 4: A braced cut shown in the figure has struts A, B, C, D, and E spaced 3m
on center. The dry unit weight is 12.5kN/m³, 0=32°, and c' = 60kPA.
a. Compute the strut loads at level A, B, C, D, and E.
b. Compute the maximum bending moments for determining the section of the wales.
2m
3m
3m
3m
D
3m
E
3m
UNIVERSITY OF SCIENCE AND TECHNOLOGY
OF SOUTHERN PHILIPPINES
USTP Bubal Cagayan de Oro | Cleverta | Jasa Oroquieta | Panaon Vilanueva
10 Page
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