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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
In symmetrically reinforced sections, shrinkage stresses in concrete and steel are respectively

both compressive
tensile and compressive
both tensile
compressive and tensile

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Concrete Technology and Design of Concrete Structures
According to ISI recommendations, the maximum depth of stress block for balanced section of a beam of effective depth d is

0.85 d
0.68 d
0.43 d
0.55 d

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Concrete Technology and Design of Concrete Structures
Most common method of prestressing used for factory production is

Long line method
Freyssinet system
Lee-Macall system
Magnel-Blaton system

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Concrete Technology and Design of Concrete Structures
Air entrainment in the concrete increases

the unit weight
workability
the effects of temperature variations
strength

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Concrete Technology and Design of Concrete Structures
Which of the following losses of prestress occurs only in pretensioning and not in post-tensioning ?

loss due to friction
elastic shortening of concrete
shrinkage of concrete
creep of concrete

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

0.5%
0.6%
0.4%
0.3%

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