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RCC Structures Design

RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

15
10
20
25

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

8 legged
12 legged
6 legged
10 legged

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/4th of the span
1/6th of the span
1/5th of the span
1/7th of the span

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

10 %
25 %
20 %
15 %

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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

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

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RCC Structures Design
An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

250 kg/cm²
49.9 kg/cm²
175 kg/cm²
100 kg/cm²

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