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RCC Structures Design

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

75 kg/m²
Nil
150 kg/cm²
200 kg/m²

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RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

Elastic shortening of concrete
All of the listed here
Creep of concrete
Shrinkage of concrete

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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
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

2.5
Less than 2.5
Less than 2
2

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RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

0.407 L
0.207 L
0.107 L
0.307 L

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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

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

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