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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

0.7
0.2
0.8
0.9

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RCC Structures Design
The width of the flange of a L-beam, should be less than

One-sixth of the effective span
Breadth of the rib + half clear distance between ribs
Least of the above
Breadth of the rib + four times thickness of the slab

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RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

None of these
With the vertical
With the horizontal
With the perpendicular to the inclined plane of the soil

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RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

Is safe with stirrups
Is safe with stirrups and inclined bars
Is safe in shear
Needs revision of section

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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
Nil
150 kg/m²
200 kg/cm²

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