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Concrete Technology and Design of Concrete Structures

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
0.45 d
0.40 d
dependent on grade of concrete also

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Concrete Technology and Design of Concrete Structures
In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by

60%
70 %
40%
50%

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Concrete Technology and Design of Concrete Structures
A T-shaped retaining wall mainly conssits of

four cantilevers
two cantilevers
one cantilever
three cantilevers

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Concrete Technology and Design of Concrete Structures
The main reason for providing number of reinforcing bars at a support in a simply supported beam is to resist in that zone

bond stress
shear stress
tensile stress
compressive stress

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Concrete Technology and Design of Concrete Structures
If the depth of actual neutral axis in a beam is more than the depth of critical neutral axis, then the beam is called

under-reinforced beam
balanced beam
None of these
over-reinforced beam

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Concrete Technology and Design of Concrete Structures
While designing the pile as a column, the end conditions are nearly

one end fixed and other end free
both ends fixed
both ends hinged
one end fixed and other end hinged

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