The rectangular plate of sides 530 mm x 1240 mm is supported by hinges along its side BC and by the cable AE. If the cable tension is 670 N, determine the scalar projection onto line BC of the force exerted on the plate by the cable. Note that E is the midpoint of the horizontal upper edge of the structural support. 530 mm E 28 T = 670 N 1240 mm Answer: TBC = i N

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 4.23P: The center of gravity of the 850-N man is at G. If the man pulls on the rope with a 388-N force,...
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The rectangular plate of sides 530 mm x 1240 mm is supported by hinges along its side BC and by the cable AE. If the cable tension is
670 N, determine the scalar projection onto line BC of the force exerted on the plate by the cable. Note that E is the midpoint of the
horizontal upper edge of the structural support.
C
530 mm
E
28
T = 670 N
1240 mm
B
Answer: TBC =
i
N
Transcribed Image Text:The rectangular plate of sides 530 mm x 1240 mm is supported by hinges along its side BC and by the cable AE. If the cable tension is 670 N, determine the scalar projection onto line BC of the force exerted on the plate by the cable. Note that E is the midpoint of the horizontal upper edge of the structural support. C 530 mm E 28 T = 670 N 1240 mm B Answer: TBC = i N
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