List of top Civil Engineering Questions on Shear Force and Bending Moment

A simply supported beam AB of span 8 m carries a uniformly distributed load of 24 kN/m over the left half of span. The ratio of the reactions of left support to right support is

A cantilever beam AB of span 3 m is fixed at A and free at B is subjected to a concentrated load of 50 kN acting at a distance of 2 m from the fixed end. The maximum bending moment in the beam is

A cantilever beam of length L is subjected to a uniformly distributed load of w kN/m over half of length from the free end. The variation of bending moment in the left half of length is

If a simply supported beam AB of span 6 m is subjected to a concentrated load of W acting at a distance of 2 m from the left support A, then

A sudden increase or decrease in shear force diagram between any two points indicates that there is