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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The compressive strength of 100 mm cube as compared to 150 mm cube is always

None of these
less
equal
more

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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

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

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Concrete Technology and Design of Concrete Structures
The load carrying capacity of a helically reinforced column as compared to that of a tied column is about

10% more
5% more
5% less
10% less

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

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

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Concrete Technology and Design of Concrete Structures
Strength of concrete increases with

increase in fineness of cement
decrease in size of aggregate
decrease in curing time
increase in water-cement ratio

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Concrete Technology and Design of Concrete Structures
The individual variation between test strength of sample should not be more than

± 10% of average
±5% of average
±20% of average
± 15% of average

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