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RCC Structures Design

RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Mid span
Every section
Quarter span
Supports

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

8.3 kg/cm²
21.5 kg/cm²
21.5 kg/cm²
7.6 kg/cm²

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RCC Structures Design
If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is

[(m + r)/m] d
[m/(m - r)] d
[m/(m + r)] d
[(r - m)/m] d

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.8
0.7
0.9
0.2

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

15
10
20
25

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Four times
Five times
Six times
Three times

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