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RCC Structures Design

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

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

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RCC Structures Design
The stresses developed in concrete and steel in reinforced concrete beam 25 cm width and 70 cm effective depth, are 62.5 kg/cm² and 250 kg/cm² respectively. If m = 15, the depth of its neutral axis is

35 cm
25 cm
30 cm
20 cm

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

10 mm
7.5 mm
5 mm
15 mm

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

15 mm
10 mm
12 mm
11 mm

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RCC Structures Design
If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is

Trapezoidal
Triangular
Square
Rectangular

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RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

20 mm
25 mm
15 mm
10 mm

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