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Concrete Technology and Design of Concrete Structures

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

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

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Concrete Technology and Design of Concrete Structures
The main reason for providing number of reinforcing bars at a support in a simply supported beam is to resist in that zone

compressive stress
tensile stress
shear stress
bond stress

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

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

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Concrete Technology and Design of Concrete Structures
Finer grinding of cement

affects only the early development of strength
both (a) and (b)
affects only the ultimate strength
does not affect the strength

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Concrete Technology and Design of Concrete Structures
For a reinforced concrete section, the shape of shear stress diagram is

parabolic above neutral axis and rectangular below neutral axis
wholly rectangular
wholly parabolic
rectangular above neutral axis and parabolic below neutral axis

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Concrete Technology and Design of Concrete Structures
The maximum value of hoop compression in a dome is given by (where, w = load per unit area of surface of dome R = radius of curvature d = thickness of dome)

2wR/d
wR / 4d
wR/d
wR/2d

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