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RCC Structures Design

RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

25°
35°
45°
55°

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RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

38 cm
37 cm
40 cm
39 cm

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

8 cm to 10 cm
3 cm to 5 cm
12 cm to 15 cm
5 cm to 8 cm

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

0.12 %
0.15 %
0.10 %
0.18 %

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

35
30
40
50

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RCC Structures Design
The Young's modulus of elasticity of steel, is

200 KN/mm²
250 KN/mm²
275 KN/mm²
150 KN/mm²

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