HW7. The rectangular platform is hinged at A and B and is supported by a cable that passes over a frictionless hook at E. Knowing that the tension in the cable is 1349 N, a) Determine the moment component about each of the x, y and z coordinate axes caused by the force exerted by the cable at C. (Give the magnitudes of M., My and M, individually) b) Find the turning tendency about the line OF caused by the force exerted by the cable at C. y 0.90 m 2.30 m E, 0.40 m 1.50 m 2.25 m
HW7. The rectangular platform is hinged at A and B and is supported by a cable that passes over a frictionless hook at E. Knowing that the tension in the cable is 1349 N, a) Determine the moment component about each of the x, y and z coordinate axes caused by the force exerted by the cable at C. (Give the magnitudes of M., My and M, individually) b) Find the turning tendency about the line OF caused by the force exerted by the cable at C. y 0.90 m 2.30 m E, 0.40 m 1.50 m 2.25 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:HW7. The rectangular platform is hinged at A and B and is supported by a cable that passes over a
frictionless hook at E. Knowing that the tension in the cable is 1349 N,
a) Determine the moment component about each of the x, y and z coordinate axes caused by the
force exerted by the cable at C. (Give the magnitudes of M,, My and M, individually)
b) Find the turning tendency about the line OF caused by the force exerted by the cable at C.
y
L 0.90 m
2.30 m
0.40 m
1.50 m
B.
2.25 m
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