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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
25 mm
15 mm

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

One fourth of the width of the steam at the bottom
One-third of the width of the stem at the bottom
One half of the width of the stem at the bottom
Width of the stem at the bottom

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RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Less than 6
Not less than 6
Equal to 7
Equal to 6

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

2
Less than 2.5
2.5
Less than 2

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

30 bar diameters
36 bar diameters
18 bar diameters
24 bar diameters

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RCC Structures Design
If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

σc(A - Asc) + m σcAsc
σc[A + (m - 1)Asc]
All listed here
σcAc + m σcAsc

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