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Concrete Technology and Design of Concrete Structures

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

0.55 d
0.43 d
0.68 d
0.85 d

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Concrete Technology and Design of Concrete Structures
For a slab supported on its four edges with corners held down and loaded uniformly, the Marcus correction factor to the moments obtained by Grashoff Rankine’s theory

is always greater than 1
can be more than 1
can be less than 1
is always less than 1

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Concrete Technology and Design of Concrete Structures
The percentage of voids in cement is approximately

60%
40%
50%
70%

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Concrete Technology and Design of Concrete Structures
The centroid of compressive force, from the extreme compression fiber, in limit state design lies at a distance of (where xu is the depth of neutral axis at the limit state of collapse)

0.367 xu
0.446 xu
0.573 xu
0.416 xu

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

All of above
Grading of the aggregate
Time of transit
Aggregate cement ratio

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Concrete Technology and Design of Concrete Structures
While designing the pile as a column, the end conditions are nearly

both ends fixed
one end fixed and other end free
one end fixed and other end hinged
both ends hinged

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