# Bending Stress due to Eccentric Loading in Both Directions MCQs

By: Prof. Fazal Rehman Shamil

## Bending Stress due to Eccentric Loading in Both Directions MCQs

Solved MCQs on Bending Stress due to Eccentric Loading in Both Directions.
In all types of soils ______is the foundation’s minimum depth
(A). 280mm
(B). 680mm
(C). 500mm
(D). 350mm
(E). None of these

MCQ Answer: c

In the factor of safety is 3 and the ultimate load is 127.32N Determine the stress working?
(A). 42 N/m2
(B). 55 N/m2
(C). 48 N/m2
(D). 46 N/m2
(E). None of these

MCQ Answer: a

Most of the compressive force is shared by _______ In T beams
(A). Flange
(B). Web
(C). Rib
(D). Neutral axis
(E). None of these

MCQ Answer: a

Maximum _____ is less in the T beams.
(A). Shear stress
(B). Bending moment
(C). Bending stress
(D). Shear force
(E). None of these

MCQ Answer: b

The__________moment is always less than support moment in the continuous beams.
(A). Sagging
(B). Mid span
(C). Downward
(D). Upward
(E). None of these

MCQ Answer: b

For the continuous beam, lighter materials of the construction are used.
(A). True
(B). False
(C). Partially True

MCQ Answer: a

3× _________ = Volumetric strain
(A). Lateral stress
(B). Lateral strain
(C). Linear stress
(D). Linear strain
(E). None of these

MCQ Answer: d

_____ moment is developed at supports in the continuous beams.
(A). Couple
(B). Sagging
(C). Hogging
(D). Static
(E). None of these

MCQ Answer: c

What will be the minimum eccentricity for columns, As per IS 456-2000?
(A). l/400 + D/40
(B). l/500 + D/30
(C). l/450 + D/45
(D). l/250 + D/25
(E). None of these

MCQ Answer: b

What will be the value of effective length, at both ends if columns are effectively restrained against rotation and held in position?
(A). 0.6×l
(B). 0.77×l
(C). 0.65×l
(D). 0.9×l
(E). None of these

MCQ Answer: a

Reinforcement is wound spiral in a column is _________
(A). Tied column short column
(B). Spiral column
(C). Composite column
(D).
(E). None of these

MCQ Answer: b

Compressive loads carried by inclined members are ______
(A). Winch
(B). Strut
(C). Post
(D). Pedestal
(E). None of these

MCQ Answer: b

Malleability’s good example is?
(A). Lead
(B). Concrete
(C). Copper
(D). Glass
(E). None of these

CQ Answer: c

What polygonal links are called?
(A). Lateral ties
(B). Crancked bars
(C). Bent up bars
(D). Anchorage bars
(E). None of these

MCQ Answer: a

Than the least of the _________ pitch of the lateral ties should not be More
(A). 550mm
(B). 500mm
(C). 450mm
(D). 300mm
(E). None of these MCQ Answer: d