Show complete and clear solution with pressure diagram thank you PROBLEM 2: The 280-kg, óm-widerectangular gate shown is hinged at Band leans against the floor at Amaking an angle of 45° with thehorizontal. The gate is to be openedfrom its lower edge by applying anormal force P at its center.0.5 mB.Water3 m45A. Determine the magnit A. Determine the magnitude5 pointsof the hydrostatic force actingon the gate using theHYDROSTATIC PANELEQUATIONS. Express youranswer in kN. *Your answerB. Determine the minimum5 pointsforce P required to open theseawater gate. Express youranswer in kN. *Your answer

Weight of gate, W =600lbWidth of gate, B =20ftAngle of gate with horizontal, θ =45°Specific gravity…

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Pressure and Stress

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Show complete and clear solution with pressure diagram thank you

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

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