Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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14. Provide a detailed step by step solution.

Situation 13- A retaining wall 9 m in height is subjected to earth pressure that varies
uniformly from 0 kN/m at the top to 52 kN/m at bottom. The wall is simply
supported at top and fixed at bottom.
37. Compute the moment (kN-m) at fixed end.
A. 421
B. 281
C. 365
D. 254
struction
38. Compute the shear (kN) at fixed end if support at the top is removed.
C. 325
A. 234
D. 124
B. 287
39. Compute the moment (kN-m) at fixed end if support at the top is removed.
A. 548
B. 763
D. 702
Transcribed Image Text:Situation 13- A retaining wall 9 m in height is subjected to earth pressure that varies uniformly from 0 kN/m at the top to 52 kN/m at bottom. The wall is simply supported at top and fixed at bottom. 37. Compute the moment (kN-m) at fixed end. A. 421 B. 281 C. 365 D. 254 struction 38. Compute the shear (kN) at fixed end if support at the top is removed. C. 325 A. 234 D. 124 B. 287 39. Compute the moment (kN-m) at fixed end if support at the top is removed. A. 548 B. 763 D. 702
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