Problem 1 1: Learning Outcome #2 A uniform body A having a width b into the paper is in static equilibrium when pivoted about hings 0. The shape is a quarter of a circle with radius R. Neglect the atmospheric pressure. 7-9790N 1². (a) Find the hydrostatic horizontal and vertical forces acting on the body A (b) Find the weight of the body A Hints for part (b): (1) the centroid of a quarter of a circular area is located a horizontal and a vertical distance of 4R/(3r) from the center of the circle. R is the radius of the circle; (II) There are unknown forces at hinge O (which we don't need to find). V Water

International Edition---engineering Mechanics: Statics, 4th Edition
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ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
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Chapter7: Dry Friction
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Problem 7.35P: The weight of the cylindrical tank is negligible in comparison to the weight of water it contains...
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Problem 1
1: Leaming Outcome #2
A uniform body A having a width b into the paper is in static equilibrium when piloted about hinge O.
The shape is a quarter of a circle with radius R. Neglect the atmospheric pressure. 7-9790H 1².
(a) Find the hydrostatic horizontal and vertical forces acting on the body A
(b) Find the weight of the body A
Hints for part (b): (1) the centroid of a quarter of a circular area is located a horizontal and a vertical
distance of 4R/(3x) from the center of the circle. R is the radius of the circle; (I) There are unknown forces
at hinge O (which we don't need to find).
V
Water
R
0
Transcribed Image Text:Problem 1 1: Leaming Outcome #2 A uniform body A having a width b into the paper is in static equilibrium when piloted about hinge O. The shape is a quarter of a circle with radius R. Neglect the atmospheric pressure. 7-9790H 1². (a) Find the hydrostatic horizontal and vertical forces acting on the body A (b) Find the weight of the body A Hints for part (b): (1) the centroid of a quarter of a circular area is located a horizontal and a vertical distance of 4R/(3x) from the center of the circle. R is the radius of the circle; (I) There are unknown forces at hinge O (which we don't need to find). V Water R 0
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