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Concrete Technology and Design of Concrete Structures

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

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

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Concrete Technology and Design of Concrete Structures
The relation between modulus of rupture fcr, splitting strength fcs and direct tensile strength fcl is given by

tcr – rcs = tct
fcr>fcs>fc.
fcr
fc5>fcr>fC

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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
zero
about 1.0 N/mm²

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Concrete Technology and Design of Concrete Structures
The load factors for live load and dead load are taken respectively as

2.2 and 1.5
1.5 and 2.2
2.2 and 2.2
1.5 and 1.5

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Concrete Technology and Design of Concrete Structures
1% of voids in a concrete mix would reduce its strength by about

10 %
15%
5%
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

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

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