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RCC Structures Design

RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

75 cm
40 cm
30 cm
20 cm

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

Rectangular columns is 4
All listed here
Circular columns is 6
Octagonal columns is 8

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RCC Structures Design
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

Safe in shear
Is safe with stirrups
Needs revision of the section
Is safe with stirrups and inclined members

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

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RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

WL/P
WL/3P
WL/4P
WL/2P

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RCC Structures Design
Post tensioning system

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

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