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RCC Structures Design

RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

3 m
4 m
5 m
6 m

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

10
12
8
16

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

12 mm
6 mm
10 mm
8 mm

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RCC Structures Design
The weight of a foundation is assumed as

7% of wall weight
12% of wall weight
10% of wall weight
5% 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
37 cm
40 cm
38 cm

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Supports
Quarter span
Mid span
Every section

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