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Concrete Technology and Design of Concrete Structures

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

three cantilevers
four cantilevers
one cantilever
two cantilevers

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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

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

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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

shear stress
compressive stress
bond stress
tensile stress

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Concrete Technology and Design of Concrete Structures
Finer grinding of cement

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

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

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

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Concrete Technology and Design of Concrete Structures
The permissible diagonal tensile stress in reinforced brick work is

zero
about 0.1 N/mm²
about 1.0 N/mm²
0.3 N/mm² to 0.7 N/mm²

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