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from Part I - Simple Structures
Published online by Cambridge University Press: 06 January 2022
Rather than solve the usual governing equation of deformation for a deflected cable, its shape is computed indirectly from the applied loading, noting that the two variations must differ by two orders. Solutions by polynomial subsititution are thus appropriate, where coefficicents depend on the specific boundary conditions of the problem. The non-uniform build-up of tensions in a cable wrapped around a rough drum is determined, which then informs a simple experiment for determining the coefficient of friction.
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