d. 142 Situation #8: A 300mm thick concrete wall is to be centrally located on a footing. The allowable soil bearing pressure is 192kPa. Given that resisting moment is 955kN-m, the overturning moment is 325kN-m, the total vertical load is 450kN, and the footing width is 4.2m. 25. Which of the following most nearly gives the maximum soil pressure (MPa) the a. 311.5 C. 168.6 b. 128.7 d. 214.3 bud

d. 142 Situation #8: A 300mm thick concrete wall is to be centrally located on a footing. The allowable soil bearing pressure is 192kPa. Given that resisting moment is 955kN-m, the overturning moment is 325kN-m, the total vertical load is 450kN, and the footing width is 4.2m. 25. Which of the following most nearly gives the maximum soil pressure (MPa) the a. 311.5 C. 168.6 b. 128.7 d. 214.3 bud

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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