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RCC Structures Design

RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

Drop panel
Column head
None of these
Capital

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 3500/3C
m = 1400/3C
m = 2800/3C
m = 700/3C

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RCC Structures Design
The advantage of reinforced concrete, is due to

Economy because of less maintenance cost
Monolithic character
All listed here
Fire-resisting and durability

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RCC Structures Design
The minimum clear cover for R.C.C. columns shall be

Greater of 40 mm or diameter
Greater of 25 mm or diameter
Smaller of 40 mm or diameter
Smaller of 25 mm or diameter

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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

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

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

6 cm
4 cm
8 cm
12 cm

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