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RCC Structures Design

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

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

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

d - n/3
d
d + n/3
n

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

25 %
10 %
15 %
20 %

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RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

7 mm
4 mm
5 mm
6 mm

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RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Diagonal compression
Diagonal tension
Horizontal shear
Vertical shear

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RCC Structures Design
Post tensioning system

Was widely used in earlier days
Is not economical and hence not generally used
None of these
Is economical for large spans and is adopted now a days

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