A- In Fig.A, Determine the angle e for connecting member A to the plate so that the resultant force of FA and FB is directed horizontally to the right. Also, what is the magnitude of the resultant force?

International Edition---engineering Mechanics: Statics, 4th Edition
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ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
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Chapter4: Coplanar Equilibrium Analysis
Section: Chapter Questions
Problem 4.155P: Assuming that P=48000lb and that it may be applied at any joint on the line FJ, determine the...
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A- In Fig.A, Determine the angle e for connecting member A to the plate so that the
resultant force of FA and FB is directed horizontally to the right. Also, what is
the magnitude of the resultant force?
B- In Fig.B, Determine the force P needed to lift the load. Also, determine the
proper placement x of the hook for equilibrium. Neglect the weight of the beam.
C- In Fig.C, two slender rods of negligible weight are pin-connected at C and
attached to blocks A and B, each of weight W. Knowing that 0- 90 and that
the coefficient of static friction between the blocks and the horizontal surface is
0.30, determine the largest value of P for which equilibrium is maintained.
0.9 m-
FA 8 kN
100 mm
100 mm
100 mm
B
- 40°
BAFB=6 kN
Fig.(B)
Fig.(A)
6 kN
P.
60°
30
WO
Fig.(C)
Transcribed Image Text:A- In Fig.A, Determine the angle e for connecting member A to the plate so that the resultant force of FA and FB is directed horizontally to the right. Also, what is the magnitude of the resultant force? B- In Fig.B, Determine the force P needed to lift the load. Also, determine the proper placement x of the hook for equilibrium. Neglect the weight of the beam. C- In Fig.C, two slender rods of negligible weight are pin-connected at C and attached to blocks A and B, each of weight W. Knowing that 0- 90 and that the coefficient of static friction between the blocks and the horizontal surface is 0.30, determine the largest value of P for which equilibrium is maintained. 0.9 m- FA 8 kN 100 mm 100 mm 100 mm B - 40° BAFB=6 kN Fig.(B) Fig.(A) 6 kN P. 60° 30 WO Fig.(C)
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