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Concrete Technology and Design of Concrete Structures

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

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

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

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Concrete Technology and Design of Concrete Structures
A beam curved in plan is designed for

bending moment and shear
bending moment, shear and torsion
bending moment and torsion
shear and torsion

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Concrete Technology and Design of Concrete Structures
Prestress loss due to friction occurs

in both post-tensioned and preten-sioned beams
only in post-tensioned beams
None of these
only in pretensioned beams

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Concrete Technology and Design of Concrete Structures
Ratio of permissible stress in direct compression and bending compression is

between 1.5 and 2.0
less than 1
between 1 and 1.5
greater than 2

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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

50 mm
60 mm
40 mm
45mm

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