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RCC Structures Design

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

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

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

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

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RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

5 mm
7 mm
4 mm
6 mm

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RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Five times the diameter
Four times the diameter
Thrice the diameter
Twice the diameter

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.2
0.8
0.9
0.7

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

Higher bearing capacity
All of these
No restriction on length
No decay due to termites

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