List of top Questions asked in AP ECET CE

A propped cantilever AB of span 8 m is fixed at A and supported by a prop at B. It is subjected to a concentrated load of 64 kN acting at mid span. The reaction of the prop is

The nature of bending moment developed at the intermediate supports of a continuous beam carrying downward loads is

A column whose slenderness ratio is greater than 120 is known as

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,

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

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

The ability of materials to develop a characteristic behaviour under repeated loading is