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RCC Structures Design

RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Shrinkage stress
Load
All listed here
Temperature stress

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

10 mm
11 mm
15 mm
12 mm

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

Hooked splice
Dowel splice
Straight bar splice
All listed here

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.5
0.25
0.75
0.7

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

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

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Simply supported beam
Cantilever beam
None of these
Continuous beam

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