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RCC Structures Design

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

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

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

6 cm
12 cm
4 cm
8 cm

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2300/2C
2800/3C
2800/C²
2800/C

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

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RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.15 %
0.12 %
0.18 %
0.10 %

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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

15 cm²
14 cm²
17 cm²
16 cm²

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