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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
A continuous beam is deemed to be a deep beam when the ratio of effective span to overall depth (1/D) is less than

4.5
2.5
3.5
5.5

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Concrete Technology and Design of Concrete Structures
According to IS: 456-1978, the column or the strut is the member whose effective length is greater than

3 times the least lateral dimension
4 times the least lateral dimension
2 times the least lateral dimension
The least lateral dimension

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Concrete Technology and Design of Concrete Structures
1% of voids in a concrete mix would reduce its strength by about

20%
15%
5%
10 %

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Concrete Technology and Design of Concrete Structures
If nominal shear stress tv exceeds the design shear strength of concrete xc, the nominal shear reinforcement as per IS : 456-1978 shall be provided for carrying a shear stress equal to

xv
xc
Tv + Tc

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Concrete Technology and Design of Concrete Structures
The percentage of voids in cement is approximately

70%
60%
50%
40%

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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)

0.57 fy
0.67 fy
0.37 fy
0.87 fy

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