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RCC Structures Design

RCC Structures Design
A flat slab is supported

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

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

150 cm
100 cm
200 cm
50 cm

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/6th of the span
1/7th of the span
1/4th of the span
1/5th of the span

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RCC Structures Design
If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by

l = dt/2Sb
l = dt/3Sb
l = dt/Sb
l = dt/4Sb

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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
4.0 m
4.1 m
4.5 m

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RCC Structures Design
Post tensioning system

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

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