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RCC Structures Design

RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

Zero
WR²/16
3WR²/16
2WR²/16

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

The slab is discontinuous at edges
The slab is continuous over two supports
The ratio of spans in two directions is less than 2
It supports live loads in both directions

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RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

M/10√Q
√(M/Q)
√(M/100Q)
M/100Q

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

40 cm
75 cm
30 cm
20 cm

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RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Rise
Tread
Winder
Flight

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

None of these
Continuous beam
Simply supported beam
Cantilever beam

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