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The figure below shows a vertical circular gate in a 3-m diameter tunnel with water on one side and air on the other side. 12 m Water C. 1.47 m D. 1.41 m 3 m Air Pressure = 45 Кра Hinge 1. Find the horizontal reaction at the hinge. A. 412 KN B. 408 KN C. 410 KN D. 414 KN Invert 2. How far from the invert of the tunnel is the hydrostatic force acting on the gate? A. 1.45 m B. 1.43 m 3. Where will the hinge support be located (measured from the invert) to hold the gate in position? A. 1.42 m B. 1.46 m C. 1.44 m D. 1.40 m

The figure below shows a vertical circular gate in a 3-m diameter tunnel with water on one side and air on the other side. 12 m Water C. 1.47 m D. 1.41 m 3 m Air Pressure = 45 Кра Hinge 1. Find the horizontal reaction at the hinge. A. 412 KN B. 408 KN C. 410 KN D. 414 KN Invert 2. How far from the invert of the tunnel is the hydrostatic force acting on the gate? A. 1.45 m B. 1.43 m 3. Where will the hinge support be located (measured from the invert) to hold the gate in position? A. 1.42 m B. 1.46 m C. 1.44 m D. 1.40 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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The figure below shows a vertical circular gate in a 3-m diameter tunnel with water on one side and air on the other side. 12 m Water 3 m Air Pressure = 45 Кра Hinge 1. Find the horizontal reaction at the hinge. A. 412 kN B. 408 KN C. 410 kN D. 414 kN Invert 2. How far from the invert of the tunnel is the hydrostatic force acting on the gate? A. 1.45 m B. 1.43 m C. 1.47 m D. 1.41 m 3. Where will the hinge support be located (measured from the invert) to hold the gate in position? A. 1.42 m B. 1.46 m C. 1.44 m D. 1.40 m
Transcribed Image Text:The figure below shows a vertical circular gate in a 3-m diameter tunnel with water on one side and air on the other side. 12 m Water 3 m Air Pressure = 45 Кра Hinge 1. Find the horizontal reaction at the hinge. A. 412 kN B. 408 KN C. 410 kN D. 414 kN Invert 2. How far from the invert of the tunnel is the hydrostatic force acting on the gate? A. 1.45 m B. 1.43 m C. 1.47 m D. 1.41 m 3. Where will the hinge support be located (measured from the invert) to hold the gate in position? A. 1.42 m B. 1.46 m C. 1.44 m D. 1.40 m
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