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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
Modulus of elasticity of steel as per IS : 456-1978 shall be taken as

2xl06N/cm²
200kN/mm²
20 kN/cm²
200 kN/cm²

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Concrete Technology and Design of Concrete Structures
The compressive strength of 100 mm cube as compared to 150 mm cube is always

equal
more
less
None of these

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Concrete Technology and Design of Concrete Structures
Strength of concrete increases with

increase in water-cement ratio
decrease in size of aggregate
increase in fineness of cement
decrease in curing time

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

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

the air in the mix
time of transit
size of aggregate
vater-cement ratio

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Concrete Technology and Design of Concrete Structures
Critical section for shear in case of flat slabs is at a distance of

effective depth of slab from periphery of column/drop panel
at the periphery of column
d/2 from periphery of column/capital/ drop panel
at the drop panel of slab

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