Design a suitable base and anchor bolts for a column subjected to an axial load 500 kN and a wind moment of 175 kNm.

Design a suitable base and anchor bolts for a column subjected to an axial load of 500 kN and a wind moment of 175 kNm. The column section is I.S.H.B. 450 @ 907.4 N/m. Design also welded connection between column and the base. The safe bearing pressure of concrete may be assumed to be 4000 kN/m2