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RCC Structures Design

RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

2.5 diameters
One diameter
3 diameters
3.5 diameters

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RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

A point of the maximum shear force
More loaded column
A point of zero shear force
Less loaded column

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RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.15 %
0.10 %
0.18 %
0.12 %

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Top of the column
Capital
Supporting end of the column
Drop panel

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RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/10th of the span
1/16th of the span
1/12th of the span
1/8th of the span

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RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

5 m
6 m
3 m
4 m

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