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Concrete Technology and Design of Concrete Structures

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 fixed
one end fixed and other end hinged
both ends hinged

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Concrete Technology and Design of Concrete Structures
To minimize the effect of differential settlement, the area of a footing should be designed for

Dead load + fraction of live load
Dead load only
Dead load + live load
Live load + fraction of dead load

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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
is always less than 1
can be less than 1

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

compressive and tensile
both compressive
both tensile
tensile and compressive

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Concrete Technology and Design of Concrete Structures
For a continuous slab of 3 m x 3.5 m size, the minimum overall depth of slab to satisfy vertical deflection limits is

50 mm
75 mm
120 mm
100 mm

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Concrete Technology and Design of Concrete Structures
Maximum quantity of water needed per 50 kg of cement for M 15 grade of concrete is

28 liters
32 liters
30 liters
34 liters

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