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RCC Structures Design

RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

16 mm
12 mm
14 mm
10 mm

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

75 kg/m³
Nil
150 kg/m²
200 kg/cm²

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

150 cm
200 cm
50 cm
100 cm

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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
15 cm²
17 cm²
16 cm²

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RCC Structures Design
The number of treads in a flight is equal to

Risers in the flight
Risers minus one
Risers plus one
None of these

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

4 cm
6 cm
12 cm
8 cm

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