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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

12 mm
10 mm
15 mm
11 mm

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RCC Structures Design
If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

σcAc + m σcAsc
σc[A + (m - 1)Asc]
All listed here
σc(A - Asc) + m σcAsc

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RCC Structures Design
Pick up the true statement from the following:

Plain ceiling provides the best property diffusing light
All listed here
In the absence of beams, it is easier to paint
In the absence of beams, it is easier to install piping

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RCC Structures Design
Post tensioning system

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

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RCC Structures Design
The width of the flange of a L-beam, should be less than

Breadth of the rib + half clear distance between ribs
Least of the above
One-sixth of the effective span
Breadth of the rib + four times thickness of the slab

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RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

Needs revision of section
Is safe in shear
Is safe with stirrups
Is safe with stirrups and inclined bars

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