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RCC Structures Design

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

50
35
40
30

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

3 m
4 m
6 m
5 m

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RCC Structures Design
Piles are usually driven by

Drop hammer
Diesel operated hammer
All listed here
Single acting steam hammer

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

0.7
0.6
0.9
0.8

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

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RCC Structures Design
If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is

Trapezoidal
Square
Triangular
Rectangular

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