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RCC Structures Design

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

Column head
Drop panel
Capital
None of these

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

40
25
35
30

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RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

7 mm
5 mm
6 mm
4 mm

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RCC Structures Design
A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

14 cm²
17 cm²
15 cm²
16 cm²

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RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

0.1 L from the centre edge of column
One-fourth the distance of projection
0.1 L from the outer edge of column
Half the distance of projection

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Three times
Five times
Four times
Two times

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