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RCC Structures Design

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
7 mm
6 mm
5 mm

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RCC Structures Design
The neutral axis of a T-beam exists

At the bottom edge of the slab
Below the slab
All listed here
Within the flange

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

16d
4d
12d
8d

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RCC Structures Design
The Young's modulus of elasticity of steel, is

275 KN/mm²
250 KN/mm²
150 KN/mm²
200 KN/mm²

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RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

Kx (1 + x/l) + bw
Kx (1 - x/l) + bw
K/x (1 + x/d) + bw
All listed here

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RCC Structures Design
If ‘W’ is the load on a circular slab of radius ‘R’, the maximum radial moment at the centre of the slab, is

2WR²/16
WR²/16
3WR²/16
5WR²/16

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