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RCC Structures Design

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

40
30
50
35

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RCC Structures Design
In a doubly-reinforced beam if ‘c’ and ‘t’ are stresses in concrete and tension reinforcement, ‘d’ is the effective depth and ‘n’ is depth of critical neutral axis, the following relationship holds good

(m + c)/t = n/(d + n)
mc/t = (d - n)/t
(t + c)/n = (d + n)/n
mc/t = n/(d - n)

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

Less than 2.5
2
2.5
Less than 2

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RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

4 mm
6 mm
5 mm
7 mm

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RCC Structures Design
An under-reinforced section means

Steel is provided at the underside only
Steel provided is insufficient
Steel will yield first
Steel provided on one face only

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Maximum bending moment
Maximum shear force
Minimum shear force
Minimum bending moment

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