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Concrete Technology and Design of Concrete Structures

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
30
20

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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

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

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

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

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

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Concrete Technology and Design of Concrete Structures
The effect of creep on modular ratio is

to keep it unchanged
to increase it
either to decrease or to increase it
to decrease it

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

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

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