Engineering Mechanics: Statics
Engineering Mechanics: Statics
8th Edition
ISBN: 9781118807330
Author: James L. Meriam, L. G. Kraige, J. N. Bolton
Publisher: WILEY
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Chapter 4.6, Problem 130P

Determine the force acting on member ABC at connection A for the loaded space frame shown. Each connection may be treated as a ball-and-socket joint.

Chapter 4.6, Problem 130P, Determine the force acting on member ABC at connection A for the loaded space frame shown. Each

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The T-bar AEBF is connected to rod CD, with the joint at F being equivalent to a slider bearing. The supports at A and C are slider bearings, and thrust bearings are found at B and D. The two applied forces, which act at the midpoint of the arm EF, are parallel to the y- and z-axes, respectively. Neglecting the weights of the members, draw the FBDs for the entire structure, the T-bar, and rod CD. Determine the total number of unknowns.
A truss is loaded by four forces, and support by a pin at A and a roller at F as shown. Determine: (a) Calculation of the force in member EF using the method of joints. (b)  Calculation of the vertical roller reaction at F. (c)  Calculation of the forces in members FG, DC, and FC using the method of sections. DO NOT use method of joints here. Also, indicate whether these members are in tension or compression.
Calculate the force in member GH of the truss and indicate whether it is in tension or compression, using either method of joints or method of sections. Required: Draw the FBD(s) as needed for analysis-all equilibrium equations must correspond to a FBD that you have drawn. Make sure to clearly indicate which FBD your equation(s) correspond to. K J H 4 ft C - 3 ft 3 ft -- 3 ft- 3 ft-3 ft 1500 lb 1500 lb 1500 lb 1500 lb 1500 lb
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