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RCC Structures Design

RCC Structures Design
The weight of reinforced concrete, is generally taken as

2300 kg/m³
2400 kg/m³
2500 kg/m³
2200 kg/m³

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RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

25 mm
20 mm
15 mm
10 mm

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

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RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

With the vertical
With the perpendicular to the inclined plane of the soil
None of these
With the horizontal

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

8
16
12
10

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RCC Structures Design
If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

σcAc + m σcAsc
σc(A - Asc) + m σcAsc
σc[A + (m - 1)Asc]
All listed here

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