7. 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 2300 N and the coefficient of friction of the gate on runners to be 0.25, find the force necessary to raise it.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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7. 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 2300 N and the coefficient of
friction of the gate on runners to be 0.25, find the force necessary to raise it.
WA/
Transcribed Image Text:7. 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 2300 N and the coefficient of friction of the gate on runners to be 0.25, find the force necessary to raise it. WA/
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