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RCC STRUCTURES DESIGN

RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

25 mm
20 mm
15 mm
10 mm

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Increased at the ends
Kept constant throughout the length
Increased at the centre of the beam
Decreased towards the centre of the beam

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RCC Structures Design
A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

16 cm²
14 cm²
15 cm²
17 cm²

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RCC Structures Design
Post tensioning system

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

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

55°
45°
25°
35°

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