Hydraulics In Exercises 41-44, determine the location ofthe horizontal axis y, at which a vertical gate in a dam is to behinged so that there is no moment causing rotation under theindicated loading (see figure). The model for y, isYaIyhAwhere y is the y-coordinate of the centroid of the gate, I, is themoment of inertia of the gate about the line y = y, h is the depthof the centroid below the surface, and A is the area of the gate.44.dy = Ly = Ly = yYa=y-hAy

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Hydraulics In Exercises 41-44, determine the location of the horizontal axis y, at which a vertical gate in a dam is to be hinged so that there is no moment causing rotation under the indicated loading (see figure). The model for y, is ya = y hA where y is the y-coordinate of the centroid of the gate, I, is the moment of inertia of the gate about the line y = y, h is the depth of the centroid below the surface, and A is the area of the gate. -y=L y=y hA

Hydraulics In Exercises 41-44, determine the location of the horizontal axis y, at which a vertical gate in a dam is to be hinged so that there is no moment causing rotation under the indicated loading (see figure). The model for y, is ya = y hA where y is the y-coordinate of the centroid of the gate, I, is the moment of inertia of the gate about the line y = y, h is the depth of the centroid below the surface, and A is the area of the gate. -y=L y=y hA

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter9: Moments And Products Of Inertia Of Areas

Section: Chapter Questions

Problem 9.16P: Figure (a) shows the cross-sectional dimensions for the structural steel section known as C1020...

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