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RCC Structures Design

RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

45
55
50
40

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RCC Structures Design
If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

σc[A + (m - 1)Asc]
All listed here
σc(A - Asc) + m σcAsc
σcAc + m σcAsc

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RCC Structures Design
A flat slab is supported

On columns monolithically built with slab
On beams
On columns
On beams and columns

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RCC Structures Design
Post tensioning system

Is economical for large spans and is adopted now a days
Is not economical and hence not generally used
None of these
Was widely used in earlier days

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (c - a)/4
M = pb (b + a)/8
M = pb (b - a)²/4
M = pb (b - a)²/8
M = pb (b + a)/8

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RCC Structures Design
The neutral axis of a T-beam exists

Within the flange
At the bottom edge of the slab
Below the slab
All listed here

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