List of top Civil Engineering Questions on Theory of Bending asked in AP ECET CE

A fixed beam AB of span 10 m is subjected to a concentrated load of 72 kN acting at mid span C. The maximum bending moment in the beam is

If the maximum shear stress in a rectangular beam cross section is 120 N/mm$^2$, then the average shear stress is

The ratio of moment of inertia of the section about neutral axis to the extreme fibre distance from the neutral axis is

Theory of simple bending equation is applicable for

A simply supported rectangular beam of span 6 m having width of 100 mm and depth of 200 mm is subjected to a uniformly distributed load of 20 kN/m over the entire span. The maximum shear stress induced in the beam is

A point in a circular beam of diameter D is subjected to a shear force of F. The ratio of average shear stress to maximum shear stress is

At the centroid of a loaded beam cross section,

A plate of 100 mm wide and 10 mm thick is bent into an arc of a circle of radius 10 m. If the modulus of elasticity of the material is 200 GPa, then the maximum bending stress induced in the plate is

The maximum bending stress induced in a beam of rectangular section is 160 N/mm$^2$. If the depth of beam is increased by two times, keeping all the parameters same, the maximum bending stress induced in the beam is

For a cantilever beam of T cross section subjected to uniformly distributed load throughout the length, the maximum bending stress occurs at