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

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

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

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

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

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

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

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

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

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

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

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

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

(A). Lateral ties
(B). Crancked bars
(C). Bent up bars
(D). Anchorage bars
(E). None of these