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RCC Structures Design

RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

20 cm
40 cm
75 cm
30 cm

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

20
10
15
25

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RCC Structures Design
The width of the flange of a T-beam should be less than

Distance between the centers of T-beam
Least of the above
Breadth of the rib plus twelve times the thickness of the slab
One-third of the effective span of the T-beam

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 3500/3C
m = 2800/3C
m = 700/3C
m = 1400/3C

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

One-third of the width of the stem at the bottom
One fourth of the width of the steam 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
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

4 mm
6 mm
5 mm
7 mm

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