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Concrete Technology and Design of Concrete Structures

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

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

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Concrete Technology and Design of Concrete Structures
If the permissible stress in steel in tension is 140 N/mm², then the depth of neutral axis for a singly reinforced rectangular balanced section will be

0.35 d
dependent on grade of concrete also
0.45 d
0.40 d

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Concrete Technology and Design of Concrete Structures
For a reinforced concrete section, the shape of shear stress diagram is

wholly parabolic
wholly rectangular
parabolic above neutral axis and rectangular below neutral axis
rectangular above neutral axis and parabolic below neutral axis

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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

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

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

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

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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

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

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