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RCC Structures Design

RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

40 %
20 %
10 %
50 %

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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

Quarter span
Supports
Every section
Mid span

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RCC Structures Design
A singly reinforced concrete beam of 25 cm width and 70 cm effective depth is provided with 18.75 cm² steel. If the modular ratio (m) is 15, the depth of the neutral axis, is

25 cm
30 cm
20 cm
35 cm

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RCC Structures Design
The toe projection of foundation slabs is taken

As one sixth of overall height of the wall
Equal to heel slab
Below ground surface
As one third of the base

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

25
40
35
30

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

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