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Gate -Hinge 6.30m to 2.80 m PICURE A

Gate -Hinge 6.30m to 2.80 m PICURE A

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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A . please show the solution and give the correct answer
Wif Gate B Hinge 6.30m W.s tho 2.80 m 业 FICURE A
Transcribed Image Text:Wif Gate B Hinge 6.30m W.s tho 2.80 m 业 FICURE A
A. The figure of a gate is shown below, It is 2.2 meters wide. 1. Determine the hydrostatic force exerted by water on the left side of the gate A. 441.45 KN B. 353.16 KN C. 118.24 KN D. 428.29 KN 2. Calculate the hydrostatic force exerted by water on the right side of the gate. C. 66.34 KN A. 97.62 KN B. 84.60 KN D. 102.44 KN 3. What horizontal force at B is required to turn the gate about the hinge at C? C. 44.93 KN A. 73.58 KN B. 92.54 KN D. 67.85 KN
Transcribed Image Text:A. The figure of a gate is shown below, It is 2.2 meters wide. 1. Determine the hydrostatic force exerted by water on the left side of the gate A. 441.45 KN B. 353.16 KN C. 118.24 KN D. 428.29 KN 2. Calculate the hydrostatic force exerted by water on the right side of the gate. C. 66.34 KN A. 97.62 KN B. 84.60 KN D. 102.44 KN 3. What horizontal force at B is required to turn the gate about the hinge at C? C. 44.93 KN A. 73.58 KN B. 92.54 KN D. 67.85 KN
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