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RCC Structures Design

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

Load
Temperature stress
Shrinkage stress
All listed here

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.25 times the average
1.75 times the average
2.0 times the average
1.50 times the average

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.75
0.25
0.5
0.7

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

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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

37 cm
40 cm
38 cm
39 cm

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RCC Structures Design
In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is

W - 2P sin θ
W - 2P cos θ
W - P sin θ
W - P cos θ

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