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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
For a cantilever of effective depth of 0.5m, the maximum span to satisfy vertical deflection limit is

4 m
6 m
3.5 m
5 m

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

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

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Concrete Technology and Design of Concrete Structures
Ultimate strength of cold drawn high steel wires

increases with increase in diameter of bar
None of these
does not depend on diameter of bar
decreases with increase in diameter of bar

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Concrete Technology and Design of Concrete Structures
To minimize the effect of differential settlement, the area of a footing should be designed for

Dead load + live load
Dead load + fraction of live load
Live load + fraction of dead load
Dead load only

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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

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

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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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