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RCC Structures Design

RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

260 kg/cm²
190 kg/cm²
1400 kg/cm²
230 kg/cm²

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

10 cm to 12 cm
8 cm to 10 cm
6 cm to 7.5 cm
12 cm to 15 cm

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

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

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

15
25
20
10

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

One diameter of thinner bar
One diameter of thicker bar
Twice the diameter of thinner bar
None of these

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