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RCC Structures Design

RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

120 cm
75 cm
50 cm
100 cm

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

10 mm
12 mm
11 mm
15 mm

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RCC Structures Design
An under-reinforced section means

Steel is provided at the underside only
Steel provided on one face only
Steel will yield first
Steel provided is insufficient

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

All listed here
Load
Shrinkage stress
Temperature stress

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RCC Structures Design
If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is

0.796 %
0.596 %
0.496 %
0.696 %

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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 with stirrups and inclined bars
Is safe in shear
Is safe with stirrups

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