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RCC Structures Design

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

75 kg/m²
Nil
200 kg/m²
150 kg/cm²

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RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Three times
Five times
Four times
Two times

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RCC Structures Design
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

All of the listed here
Breadth of the rib
Centre to centre distance between T-beams
Overall thickness of the rib

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RCC Structures Design
A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is

35
30
45
40

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

6 mm
10 mm
12 mm
8 mm

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RCC Structures Design
Post tensioning system

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

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