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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
A beam curved in plan is designed for

bending moment and shear
shear and torsion
bending moment, shear and torsion
bending moment and torsion

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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

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

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Concrete Technology and Design of Concrete Structures
Ratio of permissible stress in direct compression and bending compression is

between 1.5 and 2.0
less than 1
between 1 and 1.5
greater than 2

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Concrete Technology and Design of Concrete Structures
The percentage of reinforcement in case of slabs, when high strength deformed bars are used is not less than

0.12
0.13
0.15
0.14

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

100 mm
50 mm
40 mm
105 mm

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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
tensile stress
compressive stress
shear stress

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