RCC Sheet 12
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1) Question.
In case of two -way slab, the limiting deflection of the slab is
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2) Question.
In the design of a two-way slab restrained at all edges, torsional reinforcement required is
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3) Question.
for a slab spanning in two directions, the ratio of span to the depth of slab should not exceed
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4) Question.
As per IS : 456 - 1978, from stiffines point of view, minimum total thickness of slab should be equal to
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5) Question.
A slab simply supported on the four edges, with conners held down and carrying uniformly absoluted load may be analysed by
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6) Question.
A two way slab
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7) Question.
When the slab is supported on all the four edges and the ratio of long span to short span is small, bending take place along both the spans. such a slab is known as a
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8) Question.
For a slab continuous over two equal spans, the maximum bending moment near the centre of the span is taken as
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9) Question.
When a slab is continuous over several spans, negative ( i. e. hogging) bending moment is exceed over the
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10) Question.
In a simply supported slab, alternate bars are cutailed at
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