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RCC Structures Design

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
A foundation rests on

Both B and C
Base of the foundation
Foundation soil
Sub-grade

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Be uniform
Not be uniform
Be zero at the centre of the foundation
Be more at the edges of the foundation

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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
σcAc + m σcAsc
σc(A - Asc) + m σcAsc

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

35
30
20
25

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RCC Structures Design
If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

(π/4). (ft .d3/fb)
(π/4). (ft .d/fb)
π ft .d²/fb
ft .d/4fb

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