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RCC Structures Design

RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

25
10
15
20

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RCC Structures Design
Piles are usually driven by

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

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RCC Structures Design
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

Breadth of the rib
All of the listed here
Centre to centre distance between T-beams
Overall thickness of the rib

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RCC Structures Design
The load stress of a section can be reduced by

Replacing larger bars by greater number of small bars
Replacing smaller bars by greater number of greater bars
Increasing the total perimeter of bars
Decreasing the lever arm

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

300 cm
200 cm
150 cm
100 cm

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/15th of span
1/25th of span
1/20th of span
1/30th of span

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MORE MCQ ON RCC Structures Design

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