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RCC Structures Design

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

11 mm
12 mm
15 mm
10 mm

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RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

7 mm
6 mm
5 mm
4 mm

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

200 kg/cm²
400 kg/cm²
300 kg/cm²
100 kg/cm²

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Smaller of 25 mm or diameter
Greater of 25 mm or diameter
Smaller of 40 mm or diameter
Greater of 40 mm or diameter

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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

35°
55°
45°
25°

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

12 legged
10 legged
6 legged
8 legged

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