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RCC Structures Design

RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.3 H
0.4 H
0.5 H
0.7 H

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (c - a)/4
M = pb (b + a)/8
M = pb (b - a)²/4
M = pb (b - a)²/8
M = pb (b + a)/8

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

40°
30°
All listed here
45°

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

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

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

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

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

Rise
Flight
Tread
Winder

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