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RCC Structures Design

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

Nil
150 kg/cm²
75 kg/m²
200 kg/m²

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

30 bar diameters
12 bar diameters
18 bar diameters
24 bar diameters

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Tensile edge
Longitudinal central axis
Neutral axis of the beam
Tensile reinforcement

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RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Four times
Two times
Three times
Five times

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.9
0.6
0.8
0.7

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.9
0.2
0.8
0.7

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