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RCC Structures Design

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
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.4
0.6
0.5
0.7

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RCC Structures Design
Piles are usually driven by

Drop hammer
Diesel operated hammer
Single acting steam hammer
All listed here

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RCC Structures Design
A flat slab is supported

On columns monolithically built with slab
On beams and columns
On columns
On beams

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RCC Structures Design
If ‘W’ is the load on a circular slab of radius ‘R’, the maximum radial moment at the centre of the slab, is

3WR²/16
2WR²/16
WR²/16
5WR²/16

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RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

40 cm
38 cm
39 cm
37 cm

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