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SITUATION 1 The gate shown is 4.5 meters long. Neglecting the weight of the gate, compute the following: hinge 30 Water B stopper 1. Hydrostatic force acting on the gate in kN. а. 1635 b. 1108 с. 1243 d. 1483 2. Reaction at point A in kN. a. 856 b. 723 c. 587 d. 627 3. Reaction at point B in kN. c. 587 d. 627 a. 856 b. 723 3 m 6 m

SITUATION 1 The gate shown is 4.5 meters long. Neglecting the weight of the gate, compute the following: hinge 30 Water B stopper 1. Hydrostatic force acting on the gate in kN. а. 1635 b. 1108 с. 1243 d. 1483 2. Reaction at point A in kN. a. 856 b. 723 c. 587 d. 627 3. Reaction at point B in kN. c. 587 d. 627 a. 856 b. 723 3 m 6 m

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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SITUATION 1 The gate shown is 4.5 meters long. Neglecting the weight of the gate, compute the following: hinge 30 Water B stopper 1. Hydrostatic force acting on the gate in kN. а. 1635 b. 1108 с. 1243 d. 1483 2. Reaction at point A in kN. а. 856 b. 723 c. 587 d. 627 3. Reaction at point B in kN. a. 856 b. 723 c. 587 d. 627 3 m 6m
Transcribed Image Text:SITUATION 1 The gate shown is 4.5 meters long. Neglecting the weight of the gate, compute the following: hinge 30 Water B stopper 1. Hydrostatic force acting on the gate in kN. а. 1635 b. 1108 с. 1243 d. 1483 2. Reaction at point A in kN. а. 856 b. 723 c. 587 d. 627 3. Reaction at point B in kN. a. 856 b. 723 c. 587 d. 627 3 m 6m
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