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RCC Structures Design

RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

One diameter
3.5 diameters
3 diameters
2.5 diameters

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

0.25 times the span length
5.0 cm larger than the diameter of the column
4.0 cm larger than the diameter of the column
0.25 times the diameter of the column

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Minimum bending moment
Maximum bending moment
Minimum shear force
Maximum shear force

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

40
50
56
30

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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

WR²/16
3WR²/16
Zero
2WR²/16

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RCC Structures Design
If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is

[(r - m)/m] d
[m/(m - r)] d
[m/(m + r)] d
[(m + r)/m] d

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