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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The relation between modulus of rupture fcr, splitting strength fcs and direct tensile strength fcl is given by

fcr
fc5>fcr>fC
fcr>fcs>fc.
tcr – rcs = tct

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Concrete Technology and Design of Concrete Structures
According to IS: 456-1978, the maximum reinforcement in a column is

8 %
6 %
4%
2 %

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Concrete Technology and Design of Concrete Structures
The strength of concrete after one year as compared to 28 days strength is about

25 to 50% more
15 to 20% more
20 to 25% more
10 to 15% more

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Concrete Technology and Design of Concrete Structures
The depth of footing for an isolated column is governed by
i) maximum bending moment
ii) shear force
iii) punching shear
The correct answer is

(i), (ii) and (iii)
(i) and (ii)
only (i)
(i) and (iii)

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Concrete Technology and Design of Concrete Structures
For concreting of heavily reinforced sections without vibration, the workability of concrete expressed as compacting factor should be

0.85 - 0.92
Above 0.92
0.75 - 0.80
0.75 - 0.80

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Concrete Technology and Design of Concrete Structures
The load factors for live load and dead load are taken respectively as

2.2 and 1.5
1.5 and 1.5
1.5 and 2.2
2.2 and 2.2

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