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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
Ratio of permissible stress in direct compression and bending compression is

between 1.5 and 2.0
greater than 2
less than 1
between 1 and 1.5

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Concrete Technology and Design of Concrete Structures
If nominal shear stress tv exceeds the design shear strength of concrete xc, the nominal shear reinforcement as per IS : 456-1978 shall be provided for carrying a shear stress equal to

xc
Tv + Tc
xv

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Concrete Technology and Design of Concrete Structures
In reinforced concrete footing on soil, the minimum thickness at edge should not be less than

150 mm
200 mm
100 mm
250 mm

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Concrete Technology and Design of Concrete Structures
To determine the modulus of rupture, the size of test specimen used is

150 x150 x700 mm
100 x100 x700 mm
150 x150 x500 mm
100 x100 x500 mm

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

Time of transit
Aggregate cement ratio
All of above
Grading of the aggregate

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Concrete Technology and Design of Concrete Structures
When shear stress exceeds the permissible limit in a slab, then it is reduced by

Using high strength steel
Providing shear reinforcement
Using thinner bars but more in number
Increasing the depth

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