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The section of a gravity dam is as shown in the figure. Assume hydrostatic uplift "U' to vary uniformly from full hydrostatic uplift from the heel to zero at the toe. Determine the resultant acting at the base of the dam. Given the vertical forces, W1-224,640 Ibs., W2=44,928 Ibs., W3=71,884.8 Ibs., W4=56,160 lbs., U=131,040 Ibs., and a horizontal force F=112,320 bs. Resultant = 4 pts. W1 W2 WATER W4 10 W3 10 HEEL TOE

The section of a gravity dam is as shown in the figure. Assume hydrostatic uplift "U' to vary uniformly from full hydrostatic uplift from the heel to zero at the toe. Determine the resultant acting at the base of the dam. Given the vertical forces, W1-224,640 Ibs., W2=44,928 Ibs., W3=71,884.8 Ibs., W4=56,160 lbs., U=131,040 Ibs., and a horizontal force F=112,320 bs. Resultant = 4 pts. W1 W2 WATER W4 10 W3 10 HEEL TOE

Structural Analysis
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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The section of a gravity dam is as shown in the figure. Assume hydrostatic uplift "U' to vary uniformly from full hydrostatic uplift from the heel to zero at the toe. Determine the resultant acting at the base of the dam. Given the vertical forces, W1-224,640 Ibs., W2=44,928 Ibs., W3=71,884.8 Ibs., W4=56,160 lbs., U=131,040 Ibs., and a horizontal force F=112,320 bs. Resultant = 4 pts. W1 W2 WATER W4 10 W3 10 HEEL TOE
Transcribed Image Text:The section of a gravity dam is as shown in the figure. Assume hydrostatic uplift "U' to vary uniformly from full hydrostatic uplift from the heel to zero at the toe. Determine the resultant acting at the base of the dam. Given the vertical forces, W1-224,640 Ibs., W2=44,928 Ibs., W3=71,884.8 Ibs., W4=56,160 lbs., U=131,040 Ibs., and a horizontal force F=112,320 bs. Resultant = 4 pts. W1 W2 WATER W4 10 W3 10 HEEL TOE
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