33.

34.

35.

36,

87.

38,

39.

40.

A cantilever beam is the one which is supported with :
(A) One end hinge and other on rollers
(B) One end fixed and the other on rollers
(0) Both end on rollers
(D) One end fixed and the other free

The bending moment in a beam will be maximum where :
(A) The S.F is zero (B) The S.F. is uniform
{(C) The S.F is maximum (D) None of these

Points of contra flexure are the points where :
(^) The 15 200 (B) Where the B.M. changes its sign
(C) The B.M. is zero (D) The beam is supported

In a gimple bending theory, one of the assumption is that the plane section before Bending
remains plane after bending. This assumption means that :

(ಗಿ) Strain is uniform throughout the beam
(B) Stress is proportional to the distance from the neutral axis
(0 Stress is uniform throughout the beam
(D) Strain is proportional to the distance from the neutral axis

The neutral axis of any section is :
(മ) ‘The axis passing through middle point of the height
(ए) The axis about which the moment of inertia is minimum
(0 Longitudinal axis of the member
(D) The line of intersection of neutral plane with cross section

Which of the following section is the most efficient in carrying bending moments?
(ക) 10௦00௩ (B) Rectangle section
(C) Circular section (D) T-section

The maximum shear stress will always occur at :
(2) Neutral axis
(B) A fibre in the cross-section depending on the configuration
(C) The top extreme fibre
(D) The bottom extreme fibre

In an I section almost all the maximum shear stress will occur at :
(5) Top flange (3) Bottom flange
)0 Web (D) Half the depth of the flange

7 038/2016
[P.T.0]