Question 2 75 lb В The bar AB is connected to bars CD and EF with two smooth collars. At A, the smooth collar is connected by a ball-and-socket joint, and at B with a rigid attachment. Three loads are applied to the overall 6 ft 2 ft bar assembly. Note: Collars do not produce forces or moments along the axes where the shaft goes through. 6 ft 4 ft You can use this information to make additional equations, knowing the force and moments E along these axes are zero. 150 lb 5 ft 75 lb 3 ft. A y a) Draw a Free-Body Diagram of bar AB. b) Find the reaction forces and moments at points A and B. F

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter11: Columns
Section: Chapter Questions
Problem 11.2.4P: Repeat Problem 11.2-3 assuming that R= 10 kN · m/rad and L = 2 m.
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Question 2
75 lb
В
The bar AB is connected to bars CD and EF with two
smooth collars. At A, the smooth collar is connected
by a ball-and-socket joint, and at B with a rigid
attachment. Three loads are applied to the overall
6 ft
2 ft
bar assembly.
Note: Collars do not produce forces or moments
along the axes where the shaft goes through.
6 ft
4 ft
You can use this information to make additional
equations, knowing the force and moments
E
along these axes are zero.
150 lb
5 ft
75 lb
` 3 ft.
y
a) Draw a Free-Body Diagram of bar AB.
b) Find the reaction forces and moments at points A and B.
F
Transcribed Image Text:Question 2 75 lb В The bar AB is connected to bars CD and EF with two smooth collars. At A, the smooth collar is connected by a ball-and-socket joint, and at B with a rigid attachment. Three loads are applied to the overall 6 ft 2 ft bar assembly. Note: Collars do not produce forces or moments along the axes where the shaft goes through. 6 ft 4 ft You can use this information to make additional equations, knowing the force and moments E along these axes are zero. 150 lb 5 ft 75 lb ` 3 ft. y a) Draw a Free-Body Diagram of bar AB. b) Find the reaction forces and moments at points A and B. F
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