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RCC Structures Design

RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

Drop panel
Capital
Column head
None of these

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Critical section
Economic section
Over reinforced section
Under-reinforced section

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

Less than 2.5
2
2.5
Less than 2

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Greater of 25 mm or diameter
Smaller of 40 mm or diameter
Greater of 40 mm or diameter
Smaller of 25 mm or diameter

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RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

A point of the maximum shear force
A point of zero shear force
Less loaded column
More loaded column

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RCC Structures Design
A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is

40
45
30
35

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