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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The slab is designed as one way if the ratio of long span to short span is

between 1 and 1.5
less than 1
between 1.5 and 2
greater than 2

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Concrete Technology and Design of Concrete Structures
For a cantilever of effective depth of 0.5m, the maximum span to satisfy vertical deflection limit is

3.5 m
5 m
6 m
4 m

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Concrete Technology and Design of Concrete Structures
The approximate value of the ratio between direct tensile strength and flexural strength is

0.75
1
0.5
0.33

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Concrete Technology and Design of Concrete Structures
The limits of percentage p of the longitudinal reinforce-ment in a column is given by

0.15% to 2%
0.8% to 6%
0.8% to 8%
0.8% to 4%

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Concrete Technology and Design of Concrete Structures
For a longitudinal reinforcing bar in a column, the minimum cover shall neither be less than the diameter of bar nor less than

50 mm
60 mm
40 mm
45mm

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Concrete Technology and Design of Concrete Structures
The design yield stress of steel according to IS: 456-1978 is (where fy is the characteristic yield strength of steel)

0.87 fy
0.67 fy
0.37 fy
0.57 fy

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