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RCC Structures Design

RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

75 cm
120 cm
50 cm
100 cm

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RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

4 %
1
6
0.15 %

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RCC Structures Design
The neutral axis of a T-beam exists

Within the flange
All listed here
Below the slab
At the bottom edge of the slab

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RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

5 mm
6 mm
4 mm
7 mm

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RCC Structures Design
Piles are usually driven by

Diesel operated hammer
Drop hammer
Single acting steam hammer
All listed here

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

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