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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The minimum cover to the ties or spirals should not be less than

50mm
15 mm
25 mm
20 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

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

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Concrete Technology and Design of Concrete Structures
Air entrainment in the concrete increases

strength
workability
the effects of temperature variations
the unit weight

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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
fcr
fc5>fcr>fC

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Concrete Technology and Design of Concrete Structures
The ratio of the diameter of reinforcing bars and the slab thickness is

1/5
1/6
1/4
1/8

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Concrete Technology and Design of Concrete Structures
The percentage of voids in cement is approximately

70%
60%
50%
40%

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