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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

50 cm
120 cm
75 cm
100 cm

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2800/C²
2800/C
2800/3C
2300/2C

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Kept zero at the edge
Kept uniform throughout
Decreased gradually towards the edge
Increased gradually towards the edge

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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
Is safe with stirrups and inclined bars
Is safe in shear

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

6 mm
22 mm
20 mm
12 mm

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RCC Structures Design
The steel generally used in R.C.C. work, is

Stainless
Mild steel
High tension steel
High carbon steel

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