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RCC Structures Design

RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Five times
Three times
Four times
Two times

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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

2800/C²
2800/C
2800/3C
2300/2C

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Kept constant throughout the length
Decreased towards the centre of the beam
Increased at the ends
Increased at the centre of the beam

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

150 kg/cm²
50 kg/cm²
350 kg/cm²
250 kg/cm²

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/3 to 1/2 of rib depth
1/7 to 1/3 of rib depth
1/2 to 3/4 of rib depth
1/3 to 2/3 of rib depth

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 2800/3C
m = 1400/3C
m = 3500/3C
m = 700/3C

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