Reinforced Cement Concrete Structures MCQs | Page - 1

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S

Sonali Mishra • 4.53K Points
Extraordinary

Q. In a cantilever retaining wall, the bending moment in the vertical stem varies as ?

(A) h
(B) h²
(C) h³
(D) 1/h
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R

Ritu Singhal • 4.36K Points
Extraordinary

Q. The cube strength of the concrete used for pre-stressed member should not be less than ?

(A) 10 N/mm²
(B) 25 N/mm²
(C) 35 N/mm²
(D) 50 N/mm²
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R

Ravi Shankar • 4.19K Points
Extraordinary

Q. When a beam is loaded with transverse loads, the bending moment ?

(A) remains constant at every section
(B) varies from section to section
(C) develops shear stresses in the beam
(D) Both b and c
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B

Bhagwan Das • 4.44K Points
Extraordinary

Q. For M 15 grade concrete, the section is to be redesigned if shear stress is more than ?

(A) 0.5 N/mm²
(B) 1 N/mm²
(C) 1.5 N/mm²
(D) 2 N/mm²
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R

Ritu Nagar • 4.39K Points
Extraordinary

Q. In a combined footing, the reinforcement should be placed ?

(A) on the bottom face for sagging bending moment
(B) on the top face for hogging bending moment
(C) on the bottom face for hogging bending moment
(D) both a and b
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R

Rakesh Kumar • 28.44K Points
Instructor II

Q. When the lever arm of a reinforced concrete bream is z and width of beam is b, then the maximum shear stress in a beam subjected to shear force F will be equal to ?

(A) Fb/z
(B) F/bz
(C) Fz/b
(D) Fzb
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A

Admin • 36.96K Points
Coach

Q. For a slab spanning in two directions, the ratio of span to the depth of slab should not exceed ?

(A) 10
(B) 20
(C) 35
(D) 50
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R

Rakesh Kumar • 28.44K Points
Instructor II

Q. The ultimate strength of the steel used for pre-stressing is nearly ?

(A) 250 N/mm²
(B) 415 N/mm²
(C) 500 N/mm²
(D) 1500 N/mm²
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B

Bhagwan Das • 4.44K Points
Extraordinary

Q. In a slab, the transverse reinforcement is provided at .............. to the span of the slab ?

(A) 45?
(B) 60?
(C) 75?
(D) 90?
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P

Pooja • 4.41K Points
Extraordinary

Q. A panel of a flat slab is ?

(A) that part of a slab around the column which is of greater thickness than the rest of the slab
(B) that part of column which has increased diameter
(C) the area enclosed between the centre lines connecting adjacent columns in and the outline of the column heads
(D) none of the above
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