JKLThe gate shown is 3 m wide. For what depth of water will this rectangular gate be in equilibrium asshown? Neglect the weight of the gate.Moment of inertia for rectangular section is, 1-1/12 width* height'. Density of water, p = 1000kg/m³. Earth's gravitational acceleration, g- 9.81 m/sec²./FR = ²₁ A2500 kg8²d 3dIxc.YR = Yet+60°5m11c0330Jc A$30/21+cos 30

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The gate shown is 3 m wide. For what depth of water will this rectangular gate be in equilibrium as shown? Neglect the weight of the gate. Moment of inertia for rectangular section is, I-1/12 width height. Density of water, p= 1000 kg/m³. Earth's gravitational acceleration, g-9.81 m/sec². 1 FR = ₁ A 2500 kg 3d YR = Yc+ d res 30 60° 5 m 11 20330 Ixc Jc A 1/2 +

The gate shown is 3 m wide. For what depth of water will this rectangular gate be in equilibrium as shown? Neglect the weight of the gate. Moment of inertia for rectangular section is, I-1/12 width height. Density of water, p= 1000 kg/m³. Earth's gravitational acceleration, g-9.81 m/sec². 1 FR = ₁ A 2500 kg 3d YR = Yc+ d res 30 60° 5 m 11 20330 Ixc Jc A 1/2 +

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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