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RCC Structures Design

RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.7 m
4.1 m
4.5 m
4.0 m

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

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

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

3.5 diameters
2.5 diameters
One diameter
3 diameters

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RCC Structures Design
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

(C - 1) mf - eE
(1 - C) mf + eE
(C - 1) mf + eE
(1 - C) mf - eE

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

12 mm
8 mm
6 mm
10 mm

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RCC Structures Design
In a pre-stressed member it is advisable to use

Low strength concrete only
High strength concrete and high tensile steel
Low strength concrete but high tensile steel
High strength concrete only

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