Q.1.

The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

Q.2.

A three hinged arch is generally hinged at its supports and

Q.3.

The yield moment of a cross section is defined as the moment that will just produce the yield stress in

Q.4.

The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

Q.5.

A simply supported uniform rectangular bar breadth b, depth d and length L, carries an isolated load W at its mid-span. The same bar experiences an extension e under same tensile load. The ratio of the maximum deflection to the elongation, is

Q.6.

A three hinged arch is generally hinged at its supports and

Q.7.

A simply supported uniform rectangular bar breadth b, depth d and length L, carries an isolated load W at its mid-span. The same bar experiences an extension e under same tensile load. The ratio of the maximum deflection to the elongation, is

Q.8.

The degree of indeterminacy of the frame in the given figure, is

Q.9.

The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

Q.10.

The degree of indeterminacy of the frame in the given figure, is

Q.11.

The eccentricity (e) of a hollow circular column, external diametercm, internal diametercm for an eccentric loadt for non-development of tension, is

Q.12.

A steel barmm in diameter simply-supported at its ends over a total span ofcm carries a load at its centre. If the maximum stress induced in the bar is limited to N/mmthe bending strain energy stored in the bar, is

Q.13.

The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

Q.14.

A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

Q.15.

Maximum shear stress theory for the failure of a material at the elastic limit, is known

Q.16.

Pick up the correct statement from the following:

Q.17.

Maximum strain theory for the failure of a material at the elastic limit, is known as

Q.18.

The moment of inertia of a rectangular section of width B and depth D about an axis passing through C.G. and parallel to its width is

Q.19.

Gradually applied static loads do not change with time their

Q.20.

A masonry dam (density =N/m3) 6 m high, one metre wide at the top and 4 m wide at the base, has vertical water face. The minimum stress at the base of the dam when the reservoir is full, will be

Q.21.

A close coil helical spring when subjected to a moment M having its axis along the axis of the helix

Q.22.

The normal and tangential components of stress on an inclined plane through θ° to the direction of the force, will be equal if θ is

Q.23.

Pick up the correct statement from the following:

Q.24.

Slenderness ratio of a long column, is

Q.25.

The ratio of tangential and normal components of a stress on an inclined plane through θ° to the direction of the force, is :

Q.26.

For determining the force in the member AB of the truss shown in the given figure by method of sections, the section is made to pass through AB, AD and ED and the moments are taken about

Q.27.

Slenderness ratio of a long column, is

Q.28.

A body is said to be in equilibrium if

Q.29.

The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

Q.30.

If D and d are external and internal diameters of a circular shaft respectively, its polar moment of inertia, is