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RCC Structures Design

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

Square with corners chamfered
Octagonal
Circular
Square

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

40°
30°
45°
All listed here

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Fixed end
Mid span and fixed support
Free end
Mid span

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RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

39 cm
40 cm
37 cm
38 cm

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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

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

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Supports
Every section
Mid span
Quarter span

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