5.52 Draw the shear and bending moment diagrams for the reinforced concrete footing subjected to the downward col- umn loading of 1.5 k/ft and the upward soil reaction of 0.5 k/ft, as shown in the figure. -1.2 m -1.2 m -1.2 m 22 kN/m A D 7.5 kN/m

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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5.52 Draw the shear and bending moment diagrams for the
reinforced concrete footing subjected to the downward col-
umn loading of 1.5 k/ft and the upward soil reaction of
0.5 k/ft, as shown in the figure.
1.2 m
-1.2 m
-1.2 m
22 kN/m
B
A
D
7.5 kN/m
FIG. P5.52
Transcribed Image Text:5.52 Draw the shear and bending moment diagrams for the reinforced concrete footing subjected to the downward col- umn loading of 1.5 k/ft and the upward soil reaction of 0.5 k/ft, as shown in the figure. 1.2 m -1.2 m -1.2 m 22 kN/m B A D 7.5 kN/m FIG. P5.52
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