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RCC Structures Design

RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Diagonal tension
Diagonal compression
Vertical shear
Horizontal 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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RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

60°
45°
None of these
30°

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

mc/t = (d - n)/n
t/mc = (d + n)/n
mc/t = n/(d - n)
t/mc = (d - n)/n

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RCC Structures Design
Post tensioning system

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

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RCC Structures Design
An under-reinforced section means

Steel is provided at the underside only
Steel provided on one face only
Steel provided is insufficient
Steel will yield first

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