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RCC Structures Design

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

0.2
0.9
0.8
0.7

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

One diameter of thinner bar
None of these
One diameter of thicker bar
Twice the diameter of thinner bar

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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

0.207 L
0.407 L
0.307 L
0.107 L

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RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

260 kg/cm²
190 kg/cm²
1400 kg/cm²
230 kg/cm²

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

15 %
10 %
25 %
20 %

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

Octagonal columns is 8
Rectangular columns is 4
All listed here
Circular columns is 6

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