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RCC Structures Design

RCC Structures Design
The weight of a foundation is assumed as

12% of wall weight
5% of wall weight
7% of wall weight
10% of wall weight

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RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

2WR²/16
WR²/16
Zero
3WR²/16

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RCC Structures Design
Piles are usually driven by

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

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RCC Structures Design
If T and R are tread and rise respectively of a stair, then

R + 2T= 30
2R + T = 60
R + 2T = 60
2R + T = 30

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

8 mm
10 mm
12 mm
6 mm

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

18 bar diameters
36 bar diameters
30 bar diameters
24 bar diameters

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