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RCC Structures Design

RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

10 mm
11 mm
15 mm
12 mm

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

h/4
h/3
2h/3
h/2

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

35°
25°
45°
55°

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RCC Structures Design
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

Needs revision of the section
Is safe with stirrups
Is safe with stirrups and inclined members
Safe in shear

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Is safe in shear
Needs redesigning
Is over safe in shear
Is unsafe in shear

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RCC Structures Design
Post tensioning system

Was widely used in earlier days
None of these
Is not economical and hence not generally used
Is economical for large spans and is adopted now a days

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