List of top Civil Engineering Questions on Deflection of beams

According to moment area method, the vertical intercept at a point between the tangents drawn from two points is equal to moment of the area of

The expression $EI \frac{d^2y}{dx^2}$ at a section of a beam represents

A cantilever beam of span 2 m carries a concentrated load of 48 kN at the free end. If the flexural rigidity of beam EI = 20,000 kNm$^2$, the slope at the free end is

A simply supported beam of span 2L and flexural rigidity EI is subjected to a uniformly distributed load of w/m throughout the span. The deflection at mid span is

A simply supported beam of span L and flexural rigidity EI is subjected to a concentrated load of W at mid span. The ratio of maximum deflection to maximum slope anywhere in the beam is

A fixed beam of span 8 m and flexural rigidity $EI = 51,200$ kNm$^2$ is subjected to a concentrated load of 96 kN at mid span. The maximum deflection under the load is

At the free end of a cantilever beam subjected to downward loads,

Consider a beam which is fixed at end A and simply supported at end B of span \( L \). If the support B settles by an amount \( \delta \), then what is the fixed-end moment (FEM) developed at end A?