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Concrete Technology and Design of Concrete Structures

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

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Concrete Technology and Design of Concrete Structures
The minimum diameter of longitudinal bars in a column is

16 mm
6 mm
12 mm
8 mm

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Concrete Technology and Design of Concrete Structures
If a beam fails in bond, then its bond strength can be increased most economi-cally by

providing vertical stirrups
using thicker bars but less in number
using thinner bars but more in number
increasing the depth of beam

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

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

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Concrete Technology and Design of Concrete Structures
If the storey height is equal to length of RCC wall, the percentage increase in strength is

10
20
30

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

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

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