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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

40
56
30
50

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RCC Structures Design
In a cantilever retaining wall without a heel slab

All listed here
Width of the base slab is kept 0.7 time the total height of the wall
Base slab is made 10 cm thicker than the stem
Thickness of the stem is kept same throughout

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Temperature stress
All listed here
Load
Shrinkage stress

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RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

4 mm
6 mm
5 mm
7 mm

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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

Square
Trapezoidal
Rectangular
Triangular

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/3 to 2/3 of rib depth
1/2 to 3/4 of rib depth
1/7 to 1/3 of rib depth
1/3 to 1/2 of rib depth

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