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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

8
12
16
10

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

None of these
Semi-hemisphere
Paraboloid
Ellipsoid

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

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

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

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

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Footing
Strap
Raft
Strip

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RCC Structures Design
The live load to be considered for an accessible roof, is

75 kg/m³
150 kg/m²
200 kg/cm²
Nil

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