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RCC Structures Design

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

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

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

WL²/15
WL²/30
WL²/60
WL²/90

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

Column head
Drop panel
None of these
Capital

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

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RCC Structures Design
An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

250 kg/cm²
175 kg/cm²
49.9 kg/cm²
100 kg/cm²

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RCC Structures Design
Post tensioning system

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

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