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RCC Structures Design

RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

260 kg/cm²
1400 kg/cm²
190 kg/cm²
230 kg/cm²

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RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Two times
Five times
Four times
Three times

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

24 bar diameters
12 bar diameters
30 bar diameters
18 bar diameters

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Be more at the edges of the foundation
Be zero at the centre of the foundation
Be uniform
Not be uniform

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2300/2C
2800/C²
2800/C
2800/3C

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RCC Structures Design
A pre-stressed concrete member

Is made of concrete
Is made of reinforced concrete
Is stressed after casting
Possesses internal stresses

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