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Concrete Technology and Design of Concrete Structures

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

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

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Concrete Technology and Design of Concrete Structures
The permissible diagonal tensile stress in reinforced brick work is

0.3 N/mm² to 0.7 N/mm²
about 0.1 N/mm²
about 1.0 N/mm²
zero

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Concrete Technology and Design of Concrete Structures
The individual variation between test strength of sample should not be more than

±20% of average
±5% of average
± 10% of average
± 15% of average

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Concrete Technology and Design of Concrete Structures
The average permissible stress in bond for plain bars in tension is

increased by 25% for bars in compression
decreased by 25% for bars in compression
increased by 10% for bars in compression
decreased by 10% for bars in compression

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Concrete Technology and Design of Concrete Structures
The main reinforcement in the heel of a T-shaped R.C. retaining wall is provided on

bottom face perpendicular to wall
top face perpendicular to wall
None of these
both top and bottom faces perpendicular to wall

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Concrete Technology and Design of Concrete Structures
A T-shaped retaining wall mainly conssits of

four cantilevers
three cantilevers
one cantilever
two cantilevers

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