b) While computing the bending moment and the shear force on the side walls of the spillwaychute showed in Figure 1, a structural engineer assumed that the water pressure varieslinearly from zero at the free surface to pgy at the invert of the chute, in which y flowdepth measured vertically. What are the computed values for the bending moment and shearforce at the invert level? Are the computed results correct? If not, compute the percentage oferror.Side wallWater surface50 mSection:A-A30Figure 1: Spillway Chute

Answered: Image /qna-images/answer/aae0fb15-1bd7-410f-937e-dc338b83995d.jpg

Answered: While computing the bending moment and…

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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Two reservoirs are connected by a pipeline consisting of pipe 1, pipe 2, pipe 3connected in series with length of 170 m, 300 m, 210 m respectively. Thedifferent in water surface levels in two reservoirs is 12 m. The friction coefficientfor pipe 1, pipe 2 and pipe 3 are 0.0052, 0.005 and 0.0048 respectively. Based onTable 2 and the setting given, determine the flowrate of the flow if the entranceloss coefficient is 0.25 considering :(i) minor losses; and(ii) neglecting minor losses pipe 1 =230(mm) Pipe 2 =330(mm) Pipe 3 = 430(mm)
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