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While computing the bending moment and the shear force on the side walls of the spillway chute showed in Figure 1, a structural engineer assumed that the water pressure varies linearly from zero at the free surface to pgy at the invert of the chute, in which y = flow depth measured vertically. What are the computed values for the bending moment and shear force at the invert level? Are the computed results correct? If not, compute the percentage of error. Side wall

While computing the bending moment and the shear force on the side walls of the spillway chute showed in Figure 1, a structural engineer assumed that the water pressure varies linearly from zero at the free surface to pgy at the invert of the chute, in which y = flow depth measured vertically. What are the computed values for the bending moment and shear force at the invert level? Are the computed results correct? If not, compute the percentage of error. Side wall

Fundamentals of Geotechnical Engineering (MindTap Course List)
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter7: Seepage
Section: Chapter Questions
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b) While computing the bending moment and the shear force on the side walls of the spillway chute showed in Figure 1, a structural engineer assumed that the water pressure varies linearly from zero at the free surface to pgy at the invert of the chute, in which y flow depth measured vertically. What are the computed values for the bending moment and shear force at the invert level? Are the computed results correct? If not, compute the percentage of error. Side wall Water surface 50 m Section:A-A 30 Figure 1: Spillway Chute
Transcribed Image Text:b) While computing the bending moment and the shear force on the side walls of the spillway chute showed in Figure 1, a structural engineer assumed that the water pressure varies linearly from zero at the free surface to pgy at the invert of the chute, in which y flow depth measured vertically. What are the computed values for the bending moment and shear force at the invert level? Are the computed results correct? If not, compute the percentage of error. Side wall Water surface 50 m Section:A-A 30 Figure 1: Spillway Chute
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