A suspension cable 150 m span and 15 m central dip carries a load of 2 kN/m. Calculate maxımum and minimum tension in the cable, horizontal and vertical forces in each pier under the following conditions: (i) Cable passes over a frictionless rollers on top of the piers. (ii) Cable is firmly clamped to saddles carried on frictionless rollers on top of the piers. For both the cases the back stay is inclined at 30° with the horizontal.

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Beams and Frames

A beam is a horizontal structure or a member which is always subjected to transverse shear loads.