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RCC Structures Design

RCC Structures Design
A pre-cast pile generally used, is

Octagonal
Square
Circular
Square with corners chamfered

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/30th of span
1/20th of span
1/25th of span
1/15th of span

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

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

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

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RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

Is safe with stirrups
Is safe in shear
Is safe with stirrups and inclined bars
Needs revision of section

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Raft
Strap
Footing
Strip

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