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RCC Structures Design

RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

58 d
38 d
48 d
28 d

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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

25
15
10
20

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

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

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RCC Structures Design
If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by

(5/6) (r²/1 + r²) M
(5/6) (r²/1 + r⁴) M
(5/6) (r/1 + r²) M
(5/6) (r²/1 + r³) M

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

14 mm
12 mm
10 mm
16 mm

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is not cohesive
Is dry
All listed here
Is free from moisture

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