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RCC Structures Design

RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

10
25
20
15

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RCC Structures Design
A flat slab is supported

On columns
On beams and columns
On beams
On columns monolithically built with slab

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

No restriction on length
All of these
No decay due to termites
Higher bearing capacity

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RCC Structures Design
Post tensioning system

Is not economical and hence not generally used
Is economical for large spans and is adopted now a days
Was widely used in earlier days
None of these

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Is unsafe in shear
Is over safe in shear
Needs redesigning
Is safe in shear

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RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/12th of the span
1/8th of the span
1/10th of the span
1/16th of the span

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