For a linear stress variation over the base of the dam and neglecting hydrostatic uplift.7.0mnote:sg concrete=2.520 m4.0 m 1 6.0 m10 m6. Locate where the resultant crosses the basea. 5.59 mb. 6.28 mc. 8.42 md. 10.51 m

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For a linear stress variation over the base of the dam and neglecting hydrostatic uplift. 7.0m note: sg concrete=2.5 20 m 4.0m 1 40m 10m 6. Locate where the resultant crosses the base a. 5.59 m b. 6.28 m c. 8.42 m 10.51 m d

For a linear stress variation over the base of the dam and neglecting hydrostatic uplift. 7.0m note: sg concrete=2.5 20 m 4.0m 1 40m 10m 6. Locate where the resultant crosses the base a. 5.59 m b. 6.28 m c. 8.42 m 10.51 m d

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter15: Braced Cuts

Section: Chapter Questions

Problem 15.10P

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Question

For a linear stress variation over the base of the dam and neglecting hydrostatic uplift.
7.0m
note:
sg concrete=2.5
20 m
4.0 m 1 6.0 m
10 m
6. Locate where the resultant crosses the base
a. 5.59 m
b. 6.28 m
c. 8.42 m
d. 10.51 m

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