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A rectangular column is 200 mm wide and 100 mm thick, it is subjected to a load of 180 kN at an eccentricity of 100mm in the plane bisecting the thickness.Draw the combined stress distribution diagram
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Given: For rectangular s=column section -

b = 200 mm , d = 100 mm , $P = 180 \times 10^{3}$,

e = 100mm in the plane bisecting thickness.

Solution:

Eccentricity about YY-axis

$\therefore I_{YY} = \frac{100 \times 200^{3}}{12} = 66.67 \times 10^{6} mm^{4}$

$Y_{max} = 200/2 = 100 mm$ …

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