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RCC Structures Design

RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

15 kg/cm²
10 kg/cm²
5 kg/cm²
20 kg/cm²

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

18 mm diameter
24 mm diameter
30 mm diameter
36 mm diameter

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

2
Less than 2
2.5
Less than 2.5

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

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

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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
14 mm
12 mm
16 mm

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RCC Structures Design
As the percentage of steel increases

Lever arm decreases
Depth of neutral axis decreases
Lever arm increases
Depth of neutral axis increases

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