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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

105 mm
40 mm
100 mm
50 mm

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Concrete Technology and Design of Concrete Structures
Workability of concrete is inversely proportional to

vater-cement ratio
the air in the mix
time of transit
size of aggregate

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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 average permissible stress in bond for plain bars in tension is

increased by 25% for bars in compression
decreased by 25% for bars in compression
decreased by 10% for bars in compression
increased by 10% for bars in compression

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Concrete Technology and Design of Concrete Structures
The main reinforcement in the heel of a T-shaped R.C. retaining wall is provided on

both top and bottom faces perpendicular to wall
None of these
bottom face perpendicular to wall
top face perpendicular to wall

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Concrete Technology and Design of Concrete Structures
The limits of percentage p of the longitudinal reinforce-ment in a column is given by

0.8% to 6%
0.8% to 4%
0.15% to 2%
0.8% to 8%

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