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RCC Structures Design

RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

10 kg/cm²
25 kg/cm²
20 kg/cm²
15 kg/cm²

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

3 diameters
One diameter
2.5 diameters
3.5 diameters

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

6 mm
12 mm
8 mm
10 mm

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RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

0.15 %
1
4 %
6

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RCC Structures Design
If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is

Rectangular
Triangular
Square
Trapezoidal

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

Q/3jdƩO
Q/2jdƩO
Q/jdƩO
2 × Q/jdƩO

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