Q.1.

The slenderness ratio of a vertical column of a square cross-section of 2.5 cm sides andcm length, is

Q.2.

The range within which a load can be applied on a rectangular column, to avoid any tensile stress, is

Q.3.

Pick up the incorrect statement

Q.4.

In a tension test, the yield stress iskg/cm2, in the octa hedral shear stress at the point is:

Q.5.

The force in DB of the truss shown in below figure is

Q.6.

The ratio of the moment of inertia of a circular plate and that of a square plate for equal depth, is

Q.7.

The ratio of the maximum deflections of a beam simply supported at its ends with an isolated central load and that of with a uniformly distributed load over its entire length, is

Q.8.

In a beam, the neutral plane

Q.9.

The force in DB of the truss shown in below figure is

Q.10.

If a rectangular beam measuringxxcm carries a unformly distributed load such that the bending stress developed iskg/cm2. The intensity of the load per metre length, is

Q.11.

The shape of the bending moment diagram over the length of a beam, carrying a uniformly distributed load is always

Q.12.

A rectangular beamcm wide is subjected to a maximum shearing force ofkg, the corresponding maximum shearing stress beingkg/cm2. The depth of the beam is

Q.13.

The shape of the bending moment diagram over the length of a beam, carrying a uniformly distributed load is always

Q.14.

A rectangular beamcm wide is subjected to a maximum shearing force ofkg, the corresponding maximum shearing stress beingkg/cm2. The depth of the beam is

Q.15.

If the shear force along a section of a beam is zero, the bending moment at the section is

Q.16.

If the shear force along a section of a beam is zero, the bending moment at the section is

Q.17.

The force in member U2L2 of the truss shown in below figure, is

Q.18.

As compared to uniaxial tension or compression, the strain energy stored in bending is only

Q.19.

The ratio of strengths of solid to hollow shafts, both having outside diameter D and hollow having inside diameter D/in torsion, is

Q.20.

The ratio of strengths of solid to hollow shafts, both having outside diameter D and hollow having inside diameter D/in torsion, is

Q.21.

The weakest section of a diamond riveting, is the section which passes through

Q.22.

In a loaded beam, the point of con-traflexture occurs at a section where

Q.23.
Limiting force of friction is the
Q.24.
A pair of smith’s tongs is an example of the lever of
Q.25.
Two coplanar couples having equal and opposite moments
Q.26.
The neutral axis of the cross-section a beam is that axis at which the bending stress is
Q.27.
A load which is spread over a beam in such a manner that it varies uniformly over the whole length of abeam is called uniformly __________ load.
Q.28.
Whenever a material is loaded within elastic limit, stress is __________ strain.
Q.29.
When two main plates are kept in alignment butting each other and riveted with cover plate on both sides of the main plates with two rows of rivets in each main plate, the joint is known as __________ double cover butt joint.
Q.30.
The strain energy stored in a solid circular shaft subjected to shear stress (τ) is (where C = Modulus of rigidity for the shaft material)