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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

Four times
Three times
Five times
Two times

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RCC Structures Design
The load stress of a section can be reduced by

Increasing the total perimeter of bars
Replacing larger bars by greater number of small bars
Replacing smaller bars by greater number of greater bars
Decreasing the lever arm

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

All of these
No decay due to termites
No restriction on length
Higher bearing capacity

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RCC Structures Design
The minimum head room over a stair must be

230 cm
200 cm
205 cm
210 cm

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

8 cm to 10 cm
3 cm to 5 cm
5 cm to 8 cm
12 cm to 15 cm

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

100 kg/cm²
200 kg/cm²
400 kg/cm²
300 kg/cm²

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