Load on the Wall = 40KN
Length of the Wall =3m
One end continuous and the other end discontinuous
Effective length = 0.9 x 3 = 2.7m
(Table 5 : Section VI : 4 NBC)
Thickness of the wall = 0.23m
Effective thickness = 0.15m
(Table 6 : Section VI : 4 NBC)
Height of wall = 3m
Effective height of wall = 0.75 x 3 = 2.25
(since roof is RCC)
Area of cross section = 3 x 0.15 = 0.45 sqm
Slenderness ratio = Min (2.25/.15,2/7/.15) = 15
Stress reduction factor = .78 (Table 8: Section VI : 4 NBC)
Compressive stress = 44/.9 = 0.1 N/sqmm.
Permissible compressive stress = 0.273 N/sqmm
Hence Safe at 23 cm thickness
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