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RCC Structures Design

RCC Structures Design
The steel generally used in R.C.C. work, is

Mild steel
Stainless
High carbon steel
High tension steel

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

30°
45°
40°
All listed here

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RCC Structures Design
The weight of a foundation is assumed as

5% of wall weight
7% of wall weight
12% of wall weight
10% of wall weight

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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

39 cm
38 cm
37 cm
40 cm

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.75 times the average
2.0 times the average
1.25 times the average
1.50 times the average

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

50
30
40
56

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