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RCC Structures Design

RCC Structures Design
The live load to be considered for an inaccessible roof, is

150 kg/cm²
200 kg/m²
Nil
75 kg/m²

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

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL/8
WL²/47
WL²/24
WL²/16

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

Tread
Flight
Rise
Winder

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

6 cm to 7.5 cm
10 cm to 12 cm
12 cm to 15 cm
8 cm to 10 cm

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

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

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