A heavy cable with a mass of 12 kg/m passes over the two fixed pipes 300 m apart on the same level. One end supports a 1600 kg cylinder. It is found experimentally that a downward force P of 60 kN is required to induce slipping of the cable over both pipes at a constant rate. Determine the coefficient of kinetic friction between the cable and the pipes, the maximum tension T in the cable between the pipes, and the sag h in the cable.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A heavy cable with a mass of 12 kg/m passes over the two fixed pipes 300 m apart on the
same level. One end supports a 1600 kg cylinder. It is found experimentally that a downward
force P of 60 kN is required to induce slipping of the cable over both pipes at a constant rate.
Determine the coefficient of kinetic friction between the cable and the pipes, the maximum
tension T in the cable between the pipes, and the sag h in the cable.

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