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RCC Structures Design

RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.6
0.9
0.8
0.7

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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

15 mm
25 mm
20 mm
10 mm

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

35
50
40
30

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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

38 d
28 d
48 d
58 d

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

Dowel splice
Hooked splice
Straight bar splice
All listed here

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

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

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