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RCC Structures Design

RCC Structures Design
The steel generally used in R.C.C. work, is

Mild steel
Stainless
High tension steel
High carbon steel

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

10 legged
8 legged
12 legged
6 legged

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

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

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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

0.6
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

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

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Five times
Four times
Three times
Two times

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