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RCC Structures Design

RCC Structures Design
The minimum head room over a stair must be

200 cm
205 cm
230 cm
210 cm

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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

20
25
10
15

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RCC Structures Design
A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

14 cm²
15 cm²
17 cm²
16 cm²

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RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

A point of the maximum shear force
A point of zero shear force
More loaded column
Less loaded column

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RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

None of these
41,200 kg
4,120 kg
412,000 kg

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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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