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Concrete Technology and Design of Concrete Structures

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

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

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Concrete Technology and Design of Concrete Structures
Due to shrinkage stresses, a simply supported beam having reinforcement only at bottom tends to

Deflect downward or upward
Deflect downward
None of these
Deflect upward

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Concrete Technology and Design of Concrete Structures
The minimum diameter of longitudinal bars in a column is

12 mm
8 mm
16 mm
6 mm

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Concrete Technology and Design of Concrete Structures
The limits of percentage p of the longitudinal reinforce-ment in a column is given by

0.8% to 6%
0.15% to 2%
0.8% to 4%
0.8% to 8%

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Concrete Technology and Design of Concrete Structures
Finer grinding of cement

both (a) and (b)
does not affect the strength
affects only the early development of strength
affects only the ultimate strength

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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>fcs>fc.
tcr – rcs = tct
fcr

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