а. Determine the moment at A required to hold the gate as shown. Use YW = 9.81 KN / m³. b. If there is water on the other side of the gate I problem no. 1 up to A. Find the resultant force due to water on both sides of the gate including its distance from A.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Hydraulic Pressure on Submerge Surfaces

P=-18.46 kPa
-2m-
A.
Hinged
7m
Oil
(0.84;
6m
а.
Determine the moment at A required to hold the gate as shown. Use
YW
= 9.81 KN /m³.
b. If there is water on the other side of the gate I problem no. 1 up
to A. Find the resultant force due to water
on both sides of the
gate including its distance from A.
Transcribed Image Text:P=-18.46 kPa -2m- A. Hinged 7m Oil (0.84; 6m а. Determine the moment at A required to hold the gate as shown. Use YW = 9.81 KN /m³. b. If there is water on the other side of the gate I problem no. 1 up to A. Find the resultant force due to water on both sides of the gate including its distance from A.
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