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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
Minimum thickness of load bearing RCC wall should be

100 mm
105 mm
50 mm
40 mm

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Concrete Technology and Design of Concrete Structures
Critical section for shear in case of flat slabs is at a distance of

at the drop panel of slab
d/2 from periphery of column/capital/ drop panel
at the periphery of column
effective depth of slab from periphery of column/drop panel

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Concrete Technology and Design of Concrete Structures
The load carrying capacity of a helically reinforced column as compared to that of a tied column is about

10% less
10% more
5% less
5% more

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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
fcr>fcs>fc.
tcr – rcs = tct

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Concrete Technology and Design of Concrete Structures
In counterfort type retaining wallsi) the vertical slab is designed as a continuous slabii) the heel slab is designed as a continuous slabiii) the vertical slab is designed as a cantileveriv) the heel slab is designed as a cantileverThe correct answer is

(i) and (ii)
(ii) and (iii)
(i) and (iv)
(iii) and (iv)

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Concrete Technology and Design of Concrete Structures
The effect of adding calcium chloride in concrete is i) to increase shrinkage ii) to decrease shrinkage iii) to increase setting time iv) to decrease setting time The correct answer is

(i)and(iv)
(i) and (iii)
(ii) and (iv)
(ii) and (iii)

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