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RCC Structures Design

RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.5 × 10⁻⁵
3.0 × 10⁻⁵
3.0 × 10⁻³
3.0 × 10⁻²

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RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.12 %
0.15 %
0.10 %
0.18 %

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RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Less than 6
Not less than 6
Equal to 7
Equal to 6

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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
If T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is

w (R/T)
w √(R² + T²)/T
w √(R + T)/T
w (R + T)/T

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RCC Structures Design
The live load to be considered for an accessible roof, is

150 kg/m²
75 kg/m³
Nil
200 kg/cm²

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