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RCC Structures Design

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

10 mm
20 mm
15 mm
25 mm

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RCC Structures Design
The weight of a foundation is assumed as

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

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

15
25
10
20

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Strap
Strip
Footing
Raft

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

20 kg/cm²
10 kg/cm²
15 kg/cm²
5 kg/cm²

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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

45°
25°
55°
35°

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