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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
5 m
4 m
6 m

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

10 mm
15 mm
5 mm
7.5 mm

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RCC Structures Design
[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

None of these
Modular ratio method
Ultimate load method
Load factor method

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RCC Structures Design
As the percentage of steel increases

Lever arm increases
Lever arm decreases
Depth of neutral axis increases
Depth of neutral axis decreases

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RCC Structures Design
The Young's modulus of elasticity of steel, is

250 KN/mm²
275 KN/mm²
150 KN/mm²
200 KN/mm²

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RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

0.1 L from the centre edge of column
0.1 L from the outer edge of column
One-fourth the distance of projection
Half the distance of projection

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