w = 300 KN Force on the gate, Fw=- CRR Calculate the force, S [kN] due to the stopper (shown) on the gate closed position.

Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter16: Lateral Earth Pressure
Section: Chapter Questions
Problem 16.15P
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Question
A rectangular gate is hinged as shown. The gate
is 5 m high and 6 m wide.
The specific weight of the water is 10000.0 N/m3
wall
Water
00 Calculate the force, Fw [kN] on the gate
20 m
due to the water
hinge
A= 30 m2
gate
5 m
Fw
stopper
B
Fw = 300 KN
Force on the gate, Fw =-
[kN]
CRR Calculate the force, S [kN] due to the stopper (shown) on the gate to keep the gate in the
closed position.
Force on stopper to keep the gate closed, S =
[kN]
Transcribed Image Text:A rectangular gate is hinged as shown. The gate is 5 m high and 6 m wide. The specific weight of the water is 10000.0 N/m3 wall Water 00 Calculate the force, Fw [kN] on the gate 20 m due to the water hinge A= 30 m2 gate 5 m Fw stopper B Fw = 300 KN Force on the gate, Fw =- [kN] CRR Calculate the force, S [kN] due to the stopper (shown) on the gate to keep the gate in the closed position. Force on stopper to keep the gate closed, S = [kN]
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