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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
In a spherical dome subjected to concentrated load at crown or uniformly distributed load, the meridional force is always

tensile
tensile or compressive
zero
compressive

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Concrete Technology and Design of Concrete Structures
According to ISI recommendations, the maximum depth of stress block for balanced section of a beam of effective depth d is

0.85 d
0.68 d
0.43 d
0.55 d

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

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

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Concrete Technology and Design of Concrete Structures
The fineness modulus of fine aggregate is in the range of

5.0 to 7.0
2.0 to 3.5
3.5 to 5.0
6.0 to 8.5

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

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

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