A column section ISHB 450 @ 859 N/m is subjected to an axial compression load of 485 kN including its self-weight.Use M30 concrete for the pedestal. Design the base plate. Use Fe-410 steel. Assume the...

A column section ISHB 450 @ 859 N/m is subjected to an axial compression load of 485 kN including its self-weight.Use M30 concrete for the pedestal. Design the base plate. Use Fe-410 steel. Assume the projection of base platebeyond the column flanges = 150 mm.(Section Properties for ISHB 450 @859 N/m: -Depth of the section = 450 mm, Flange width = 250 mm, Flangethickness = 13.7 mm, web thickness = 9.8 mm