Design a column base for a factored axial compressive load of $700$ kN and a factored

bending moment of $150$ kN m about major axis. The column section provided is ISHB $400$ @

$806\mathrm{.}4$ N$/$m$.$ Design the anchor bolts also, if required. The bearing pressure from concrete may

be assumed to be $6\mathrm{.}0$ kN$/$m$2$

$.$