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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

40
25
30
35

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RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

None of these
Coincides the geometrical centre of the beam
Remains below the slab
Remains within the flange

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RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

Half the distance of projection
One-fourth the distance of projection
0.1 L from the outer edge of column
0.1 L from the centre edge of column

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

2.0 times the average
1.50 times the average
1.25 times the average
1.75 times the average

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

15 kg/cm²
5 kg/cm²
10 kg/cm²
20 kg/cm²

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

10 %
25 %
15 %
20 %

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