Bending moment and shear force diagrams

Reference no: EM1384076

A suspension bridge cable of span 100 m and central dip 10 m is suspended from the same level at two towers. The bridge cable is stiffened by a three hinged stiffening girder which carries two concentrated loads of 30 kN each at points 20 m from both the ends. Draw the Bending Moment and Shear Force diagrams for the girder and calculate the maximum tension in the cable.

Reference no: EM1384076

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