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RCC Structures Design

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

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

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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

Triangular
Square
Rectangular
Trapezoidal

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RCC Structures Design
A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

17 cm²
14 cm²
15 cm²
16 cm²

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Tensile edge
Longitudinal central axis
Tensile reinforcement
Neutral axis of the beam

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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
The radius of a bar bend to form a hook, should not be less than

Thrice the diameter
Five times the diameter
Four times the diameter
Twice the diameter

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