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RCC Structures Design

RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

55°
35°
45°
25°

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RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

None of these
Column head
Drop panel
Capital

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

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

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

18 mm diameter
24 mm diameter
36 mm diameter
30 mm diameter

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RCC Structures Design
If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is

[(m + r)/m] d
[m/(m + r)] d
[m/(m - r)] d
[(r - m)/m] d

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Not be uniform
Be zero at the centre of the foundation
Be uniform
Be more at the edges of the foundation

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