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RCC Structures Design

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

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

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

12 mm
15 mm
10 mm
11 mm

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

6 mm
22 mm
20 mm
12 mm

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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
2WR²/16
Zero
3WR²/16

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RCC Structures Design
If T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is

w √(R + T)/T
w (R + T)/T
w √(R² + T²)/T
w (R/T)

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

2.5 diameters
3 diameters
One diameter
3.5 diameters

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