A column of size 450 mm x 600 mm has unsupported length of 3m and is braced against side sway in both direction. According to IS 456-2000 the minimum eccentricity (in mm) with respect to major and minor principal axes are:
A
20 and 20
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B
26 and 21
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C
26 and 20
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D
21 and 15
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Solution
The correct option is B 26 and 21
emin=Max⎡⎣L500+D3020mm⎤⎦
X - X will be major axis & Y-Y will be minor axis.