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RCC Structures Design

RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.9
0.7
0.2
0.8

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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

Continuous beam
Simply supported beam
None of these
Cantilever beam

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hl/p²
8hp/l
8hl/p
8hp/l²

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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
300 kg/cm²
100 kg/cm²
400 kg/cm²

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RCC Structures Design
Post tensioning system

Is economical for large spans and is adopted now a days
None of these
Is not economical and hence not generally used
Was widely used in earlier days

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RCC Structures Design
[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

None of these
Ultimate load method
Modular ratio method
Load factor method

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