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A vertical rectangular sluice gate at the bottom of the dam is 0.60m wide and 1.8m high and exposed to water pressure on one side corresponding to a head of 15m above its center. Assuming the gate on stem to weigh 2500 N and the coefficient of friction of the gate on runners to be 0.30, find the force necessary to raise it.

A vertical rectangular sluice gate at the bottom of the dam is 0.60m wide and 1.8m high and exposed to water pressure on one side corresponding to a head of 15m above its center. Assuming the gate on stem to weigh 2500 N and the coefficient of friction of the gate on runners to be 0.30, find the force necessary to raise it.

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 vertical rectangular sluice gate at the bottom of the dam is 0.60m wide and 1.8m high and exposed to water pressure on one side corresponding to a head of 15m above its center. Assuming the gate on stem to weigh 2500 N and the coefficient of friction of the gate on runners to be 0.30, find the force necessary to raise it. P
Transcribed Image Text:A vertical rectangular sluice gate at the bottom of the dam is 0.60m wide and 1.8m high and exposed to water pressure on one side corresponding to a head of 15m above its center. Assuming the gate on stem to weigh 2500 N and the coefficient of friction of the gate on runners to be 0.30, find the force necessary to raise it. P
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