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RCC Structures Design

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

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

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

4.0 cm larger than the diameter of the column
0.25 times the diameter of the column
0.25 times the span length
5.0 cm larger than the diameter of the column

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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
None of these
Simply supported beam
Cantilever beam

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Maximum shear force
Minimum shear force
Maximum bending moment
Minimum bending moment

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RCC Structures Design
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

Needs revision of the section
Is safe with stirrups
Is safe with stirrups and inclined members
Safe in shear

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

50 cm
100 cm
150 cm
200 cm

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