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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

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

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Concrete Technology and Design of Concrete Structures
The temperature reinforcement in the vertical slab of a T-shaped R.C. retaining wall is

Provided equally on inner and front faces
Not needed
Provided more on inner face than on front face
Provided more on front face than on inner face

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Concrete Technology and Design of Concrete Structures
For a longitudinal reinforcing bar in a column, the minimum cover shall neither be less than the diameter of bar nor less than

60 mm
50 mm
40 mm
45mm

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

10 %
20%
5%
15%

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

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

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Concrete Technology and Design of Concrete Structures
Increase in the moisture content in concrete

All of these
reduces the strength
increases the strength
does not change the strength

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