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RCC Structures Design

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

150 kg/m²
Nil
200 kg/cm²
75 kg/m³

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

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

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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
Twice the diameter
Five times the diameter
Four times the diameter

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Kept zero at the edge
Decreased gradually towards the edge
Kept uniform throughout
Increased gradually towards the edge

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RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

C.L. standard system
Magnel-Blaton system
Freyssinet system
Lee-McCall system

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

24 bar diameters
30 bar diameters
18 bar diameters
36 bar diameters

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