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PROBLEM 2: The 280-kg, óm-wide rectangular gate shown is hinged at B and leans against the floor at A making an angle of 45° with the horizontal. The gate is to be opened from its lower edge by applying a normal force P at its center.

PROBLEM 2: The 280-kg, óm-wide rectangular gate shown is hinged at B and leans against the floor at A making an angle of 45° with the horizontal. The gate is to be opened from its lower edge by applying a normal force P at its center.

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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PROBLEM 2: The 280-kg, óm-wide rectangular gate shown is hinged at B and leans against the floor at A making an angle of 45° with the horizontal. The gate is to be opened from its lower edge by applying a normal force P at its center. 0.5 m B. Water 3 m 45 A. Determine the magnit
Transcribed Image Text:PROBLEM 2: The 280-kg, óm-wide rectangular gate shown is hinged at B and leans against the floor at A making an angle of 45° with the horizontal. The gate is to be opened from its lower edge by applying a normal force P at its center. 0.5 m B. Water 3 m 45 A. Determine the magnit
A. Determine the magnitude 5 points of the hydrostatic force acting on the gate using the HYDROSTATIC PANEL EQUATIONS. Express your answer in kN. * Your answer B. Determine the minimum 5 points force P required to open the seawater gate. Express your answer in kN. * Your answer
Transcribed Image Text:A. Determine the magnitude 5 points of the hydrostatic force acting on the gate using the HYDROSTATIC PANEL EQUATIONS. Express your answer in kN. * Your answer B. Determine the minimum 5 points force P required to open the seawater gate. Express your answer in kN. * Your answer
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