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RCC Structures Design

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

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

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

6 cm
4 cm
12 cm
8 cm

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

One diameter
3 diameters
2.5 diameters
3.5 diameters

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Mid span
Fixed end
Free end
Mid span and fixed support

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

12d
8d
4d
16d

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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
0.7
0.8
0.6

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