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RCC Structures Design

RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

d - n/3
n
d + n/3
d

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RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

20 mm
10 mm
15 mm
25 mm

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RCC Structures Design
As the percentage of steel increases

Lever arm decreases
Depth of neutral axis decreases
Depth of neutral axis increases
Lever arm increases

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

0.25 times the diameter of the column
0.25 times the span length
4.0 cm larger than the diameter of the column
5.0 cm larger than the diameter of the column

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RCC Structures Design
The minimum thickness of a flat slab is taken

All listed here
L/36 for interior panels without drop
L/32 for end panels without drops
L/36 for end panels without drops

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

0.15 %
6
1
4 %

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