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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

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

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Concrete Technology and Design of Concrete Structures
A continuous beam is deemed to be a deep beam when the ratio of effective span to overall depth (1/D) is less than

5.5
4.5
2.5
3.5

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Concrete Technology and Design of Concrete Structures
Modulus of rupture of concrete is a measure of

direct tensile strength
flexural tensile strength
compressive strength
split tensile strength

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Concrete Technology and Design of Concrete Structures
If the depth of actual neutral axis in a beam is more than the depth of critical neutral axis, then the beam is called

under-reinforced beam
over-reinforced beam
balanced beam
None of these

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Concrete Technology and Design of Concrete Structures
In a spherical dome the hoop stress due to a concentrated load at crown is

tensile everywhere
partly compressive and partly tensile
compressive everywhere
zero

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Concrete Technology and Design of Concrete Structures
The percentage of reinforcement in case of slabs, when high strength deformed bars are used is not less than

0.13
0.14
0.12
0.15

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