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RCC Structures Design

RCC Structures Design
The weight of a foundation is assumed as

12% of wall weight
7% of wall weight
10% of wall weight
5% of wall weight

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RCC Structures Design
The toe projection of foundation slabs is taken

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

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RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl28
wl24
wl210
wl212

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

8 cm to 10 cm
3 cm to 5 cm
12 cm to 15 cm
5 cm to 8 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
All listed here
σc(A - Asc) + m σcAsc
σc[A + (m - 1)Asc]

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RCC Structures Design
If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by

(5/6) (r/1 + r²) M
(5/6) (r²/1 + r²) M
(5/6) (r²/1 + r³) M
(5/6) (r²/1 + r⁴) M

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