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RCC Structures Design

RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Flight
Rise
Tread
Winder

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RCC Structures Design
The live load to be considered for an accessible roof, is

75 kg/m³
Nil
150 kg/m²
200 kg/cm²

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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

5 mm
4 mm
6 mm
7 mm

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RCC Structures Design
The Young's modulus of elasticity of steel, is

150 KN/mm²
250 KN/mm²
200 KN/mm²
275 KN/mm²

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

Diagonal tension
Diagonal compression
Vertical shear
Horizontal 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
Four times the diameter
Twice the diameter
Five times the diameter

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