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A Beam A B 12 meter long rests on supports 9 meter apart the right hand end over hanging the supports by 1 m and the left hand end by 2 m . The beam carries a uniformity distributed load of 300 kg per meter. The beam also carries a point load of 2000 kg at extreme right hand end and apart of 1500 kg at the left hand end.
Construct the shear force and bending moment diagrams and also calculate the maximum bending moment.
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Q A transition curve is required for a circular curve of 200-meter Φ radius, the gauge being 1.5 m. and max super elevation restricted to 15 cm. The transition restricted to 15 cm
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