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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
Workability of concrete is inversely proportional to

time of transit
vater-cement ratio
size of aggregate
the air in the mix

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Concrete Technology and Design of Concrete Structures
Finer grinding of cement

does not affect the strength
affects only the early development of strength
both (a) and (b)
affects only the ultimate strength

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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

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

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Concrete Technology and Design of Concrete Structures
Poisson’s ratio for concrete

None of these
increases with richer mixes
decreases with richer mixes
remains constant

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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

0.33
1
0.5
0.75

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Concrete Technology and Design of Concrete Structures
In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by

40%
60%
50%
70 %

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