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RCC Structures Design

RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

10 mm
16 mm
12 mm
14 mm

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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
250 kg/cm²
49.9 kg/cm²

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/20th of span
1/25th of span
1/30th of span
1/15th of span

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RCC Structures Design
The number of treads in a flight is equal to

Risers minus one
Risers in the flight
Risers plus one
None of these

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL²/16
WL²/24
WL²/47
WL/8

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RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

8.5
7.5
0.87
5.8

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