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OIPEEC Bulletin 81 - 2001 64 M = c 1 • d • S + c 2 • d 2 • S • ω + c 3 • G • d 4 • ω (2) where: c 2, c 3 Constants G Shear modulus φ = ω • l R Angle of rope twist ω Angle of rope twist per unit length l R Rope length The moment now consists of three components, two of which depend on the angle of

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2.4 m 200 kg SOLUTION PROBLEM 2.66 A 200-kg crate is to be supported by the rope-and-pulley arrangement shown. Determine the magnitude and direction Of the force P that must be exened on the free end of the rope to maintain equilibrium. (Him: The tension in the rope is the same on each side of a …

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Tension failure is caused by overloading of the wire rope. The overloading can be based upon the original strength of a new wire rope or for the remaining strength of a used wire rope. When a wire rope has failed due to excessive tension, the broken rope will show one end of broken wire coned and the other cupped.

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