Q/3 A rectangular plate is supported by hinges A and B and by cables DF and DG. Knowing th the tension in the cable TpF and TDG are 1425 N and 1320 N, respectively. The force P is 200 N applied at C. Determine: a. The projection of the 1320 N force applied at D on cable DF. b. The moment of the TDr, TDG and P force applied at C about the line EB.
Q/3 A rectangular plate is supported by hinges A and B and by cables DF and DG. Knowing th the tension in the cable TpF and TDG are 1425 N and 1320 N, respectively. The force P is 200 N applied at C. Determine: a. The projection of the 1320 N force applied at D on cable DF. b. The moment of the TDr, TDG and P force applied at C about the line EB.
International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter6: Beams And Cables
Section: Chapter Questions
Problem 6.85P: Cable ABC of length 5 m supports the force W at B. Determine (a) the angles 1 and 2; and (b) the...
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![Q/3 A rectangular plate is supported by hinges A and B and by cables DF and DG. Knowing that
the tension in the cable TDF and Tpg are 1425 N and 1320 N, respectively. The force P is 200 N
applied at C. Determine:
a. The projection of the 1320 N force applied at D on cable DF.
b. The moment of the TDr, TDG and P force applied at C about the line EB.
Coordinates (mm)
A: (0, 0, 0)
B: (960, 0, 0)
C: (960, 0, 450)
D: (690, 0, 450)
300 mm
E:(0, 0, 450)
400 mm 260 mm
F
F:(300, 530, 0)
G:(700, 530, 0)
530 mm
E
24
690 mm
D.
270 mm
450 mm
P=200 N](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc27168d7-6f95-4f05-af13-280cb6d89b77%2Fa06ce14f-9489-4e50-890d-815ea8af23ef%2Fgvwxt2_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q/3 A rectangular plate is supported by hinges A and B and by cables DF and DG. Knowing that
the tension in the cable TDF and Tpg are 1425 N and 1320 N, respectively. The force P is 200 N
applied at C. Determine:
a. The projection of the 1320 N force applied at D on cable DF.
b. The moment of the TDr, TDG and P force applied at C about the line EB.
Coordinates (mm)
A: (0, 0, 0)
B: (960, 0, 0)
C: (960, 0, 450)
D: (690, 0, 450)
300 mm
E:(0, 0, 450)
400 mm 260 mm
F
F:(300, 530, 0)
G:(700, 530, 0)
530 mm
E
24
690 mm
D.
270 mm
450 mm
P=200 N
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