Pick up the correct statement from the following :

Shear force for a cantilever carrying a uniformly distributed load over its length, is

A member is balanced at its end by two inclined members carrying equal forces. For equilibrium the angle between the inclined bars must be

In a continuous bending moment curve the point where it changes sign, is called

In a shaft shear stress intensity at a point is not

A member which does not regain its original shape after removed of load producing deformation is said

A steel rod of 2 cm diameter and 5 metres long is subjected to an axial pull ofkg. If E = 2.1 x 10⁶, the elongation of the rod will be

In rectangular columns (cross-section b x h), the core is a

Failure of riverted joints is due to

Every material obeys the Hooke's law within its

The moment diagram for a cantilever whose free end is subjected to a bending moment, will be a

The width b and depth d of a beam cut from a wooden cylindrical log ofcm diameter for maximum strength are :

A beam of length L supported on two intermediate rollers carries a uniformly distributed load on its entire length. If sagging B.M. and hogging B.M. of the beam are equal, the length of each overhang, is

If the width of a simply supported beam carrying an isolated load at its centre is doubled, the deflection of the beam at the centre is changed by

Along the neutral axis of a simply supported beam

A bending moment may be defined as :

Pick up the correct statement from the following :

A member which is subjected to reversible tensile or compressive stress may fail at a stress lower than the ultimate stress of the material. This property of metal, is called

In a simply supported beam (l + 2a) with equal overhangs (a) and carrying a uniformly distributed load over its entire length, B.M. at the middle point of the beam will be zero if

The maximum compressive stress at the top of a beam iskg/cm² and the corresponding tensile stress at its bottom iskg/cm² . If the depth of the beam iscm, the neutral axis from the top, is

Reactions at the supports of a structure can be determined by equating the algebraic sum of

If the stress produced by a prismatic bar is equal to the working stress, the area of the cross-section of the prismatic bar, becomes

A long vertical member, subjected to an axial compressive load, is called

For a stable frame structure, number of members required, is

To ascertain the maximum permissible eccentricity of loads on circular columns, the rule generally followed, is

To ascertain the maximum permissible eccentricity of loads on circular columns, the rule generally followed, is

Strain energy of a member may be equated to

A member which does not regain its original shape after removed of load producing deformation is said

The property by which a body returns to its original shape after removal of the force, is called

The maximum load to which a fillet joint of length L can be subjected to, is