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Also design the suitable slab base. Assume safe bearing pressure on concrete and soil as $6000KN/m^2$&$160KN/m^2$ respectively.

An ISHB 300 with one cover plate 400 mm \times16mm on each flange is used as a column for effective height of 4.8 m. Find the load carrying capacity of column. Design the suitable welded connection between cover plate and I-section. Also design the suitable slab base. Assume safe bearing pressure on concrete and soil as $6000KN/m^2$&$160KN/m^2$ respectively.

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