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RCC Structures Design

RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

10
20
15
25

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RCC Structures Design
If T and R are tread and rise respectively of a stair, then

R + 2T = 60
2R + T = 60
R + 2T= 30
2R + T = 30

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RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

0.15 %
1
6
4 %

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

150 cm
300 cm
200 cm
100 cm

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RCC Structures Design
A singly reinforced concrete beam of 25 cm width and 70 cm effective depth is provided with 18.75 cm² steel. If the modular ratio (m) is 15, the depth of the neutral axis, is

30 cm
35 cm
25 cm
20 cm

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

Twice the diameter of thinner bar
None of these
One diameter of thinner bar
One diameter of thicker bar

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