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RCC Structures Design

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

56
30
40
50

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

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RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

39 cm
37 cm
40 cm
38 cm

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

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

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RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Rise
Winder
Tread
Flight

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