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RCC Structures Design

RCC Structures Design
Piles are usually driven by

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

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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

100 cm
150 cm
200 cm
50 cm

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

8 mm
6 mm
10 mm
12 mm

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

8.3 kg/cm²
21.5 kg/cm²
7.6 kg/cm²
21.5 kg/cm²

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RCC Structures Design
An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

233 cm
236 cm
300 cm
176 cm

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

Less than 2
2.5
Less than 2.5
2

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