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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

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

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Concrete Technology and Design of Concrete Structures
According to Whitney’s theory, ultimate strain of concrete is assumed to be

0.4%
0.5%
0.6%
0.3%

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Concrete Technology and Design of Concrete Structures
Bulking of sand is maximum if moisture content is about

7%
4%
6%
5%

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

5%
10 %
20%
15%

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Concrete Technology and Design of Concrete Structures
If a beam fails in bond, then its bond strength can be increased most economi-cally by

providing vertical stirrups
using thinner bars but more in number
using thicker bars but less in number
increasing the depth of beam

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Concrete Technology and Design of Concrete Structures
According to IS : 456- 1978, minimum slenderness ratio for a short column is

less than 18
between 18 and 24
less than 12
more than 24

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