5. Neglect the mass of the beam, compute the reactions at A and B. 600 lb 150 lb/ft A 7200 lb ft Fontont 6 ft-6 ft- 12 ft
5. Neglect the mass of the beam, compute the reactions at A and B. 600 lb 150 lb/ft A 7200 lb ft Fontont 6 ft-6 ft- 12 ft
International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter4: Coplanar Equilibrium Analysis
Section: Chapter Questions
Problem 4.26P: The homogeneous bar AB weighs 25 lb. Determine the magnitudes of the forces acting on the bar at A...
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Transcribed Image Text:5. Neglect the mass of the beam, compute the reactions at A and B.
600 lb
Fea-
150 lb/ft
A
7200 lb ft
6 ft -
-6 ft-
12 ft
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