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RCC Structures Design

RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

25°
45°
55°
35°

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RCC Structures Design
If T and R are tread and rise respectively of a stair, then

2R + T = 30
R + 2T= 30
2R + T = 60
R + 2T = 60

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

All listed here
Straight bar splice
Hooked splice
Dowel splice

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

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

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RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

38 d
58 d
28 d
48 d

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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

Less than 2
2
2.5
Less than 2.5

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