Select one: Ax = 0, Ay = 180 N (upward), MA = 30 N.m (counter-clockwise) and By = 90 N (upward). %3D %3D %3D Ax = 0, Ay = 360 N (upward), MA = 60 N.m (counter-clockwise) and By 60 N (upward). %3D Ax = 0, Ay = 360 N (upward), MA = 90 N.m (counter-clockwise) and By = 90 N (upward). %3D %3D Ax = 0, Ay = 120 N (upward), MA = 20 N.m (counter-clockwise) and By = 30 N (upward). %3D %3D Ax = 0, Ay = 360 N (upward), MA = 60 N.m (counter-clockwise) and By = 90 N (upward). %3D

International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
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Chapter4: Coplanar Equilibrium Analysis
Section: Chapter Questions
Problem 4.38P: The 40-kghomogeneous disk is placed on a frictionless inclined surface and held in equilibrium by...
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Select one:
O Ax = 0, Ay = 180 N (upward), MA = 30 N.m (counter-clockwise) and By = 90 N (upward).
Ax = 0, Ay = 360 N (upward), MA = 60 N.m (counter-clockwise) and By
60 N (upward).
Ax = 0, Ay =
= 360 N (upward), MA = 90 N.m (counter-clockwise) and By = 90 N (upward).
Ax = 0, Ay = 120 N (upward), MA = 20 N.m (counter-clockwise) and By = 30 N (upward).
Ax = 0, Ay = 360 N (upward), MA = 60 N.m (counter-clockwise) and By = 90 N (upward).
Determine the eauations of the elastic curve for the shaft using the y. and y- coordinates.
Transcribed Image Text:Select one: O Ax = 0, Ay = 180 N (upward), MA = 30 N.m (counter-clockwise) and By = 90 N (upward). Ax = 0, Ay = 360 N (upward), MA = 60 N.m (counter-clockwise) and By 60 N (upward). Ax = 0, Ay = = 360 N (upward), MA = 90 N.m (counter-clockwise) and By = 90 N (upward). Ax = 0, Ay = 120 N (upward), MA = 20 N.m (counter-clockwise) and By = 30 N (upward). Ax = 0, Ay = 360 N (upward), MA = 60 N.m (counter-clockwise) and By = 90 N (upward). Determine the eauations of the elastic curve for the shaft using the y. and y- coordinates.
Determine, using the principle of superposition, the reactions at supports A and B for equilibrium. The
beam is fixed at A and supported by a roller at B.
Take W, = 900 N/m and consider El is constant.
Wo
B
1 m
Select one:
O Ax - 0 Av - 180 N (unward) MA = 30 N m (counter-clonckwise) and Ry = 90 N unward)
OSHIB
Transcribed Image Text:Determine, using the principle of superposition, the reactions at supports A and B for equilibrium. The beam is fixed at A and supported by a roller at B. Take W, = 900 N/m and consider El is constant. Wo B 1 m Select one: O Ax - 0 Av - 180 N (unward) MA = 30 N m (counter-clonckwise) and Ry = 90 N unward) OSHIB
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