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RCC Structures Design

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

Five times
Three times
Two times
Four times

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

4 cm
6 cm
12 cm
8 cm

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RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

4 %
6
0.15 %
1

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

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

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

WL²/15
WL²/30
WL²/90
WL²/60

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RCC Structures Design
An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

175 kg/cm²
100 kg/cm²
49.9 kg/cm²
250 kg/cm²

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