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RCC Structures Design

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

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

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RCC Structures Design
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called

Critical section
Economic section
Balanced section
All listed here

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One-half lever arm of the section
Lever arm of the section
One and half lever arm of the section
One-third lever arm of the section

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RCC Structures Design
If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by

l = dt/4Sb
l = dt/3Sb
l = dt/2Sb
l = dt/Sb

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/30th of span
1/25th of span
1/15th of span
1/20th of span

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

30
50
40
56

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