You need to know the amount of mass and the center of gravity (COG) for each of the masses F3- F6 in order to calculate the total clockwise moment less the contribution of the force $F_{x1}$. Each moment contribution is the force of gravity on each item times the moment arm of each. For the moment arm you need to decide on the point about which the moments are to be determined. Based on the configuration, that would seem to be rightmost contact point of the bottom surface of the counter weight with the ground, about which you would expect tipping to occur.
The last clockwise moment is that caused by the force $F_{x1}$ in your diagram. You should leave it in as your variable. By locating it at the top of the pole as you did in the diagram, it will give you the worst-case in terms of causing tipping. The moment arm for the force is then the height of the pole plus counterweight. (BTW If you are concerned about the structure sliding, then locating the force at the bottom of the counterweight is the worst-case for sliding without tipping, and you would need to know the static coefficient of friction).
For the counter clockwise moments, which are depended upon to prevent tipping, the situation is simpler if the post and counterweight are symmetrical in all three coordinates, making determination of the COG simple. But again you need their masses and moment arms with respect to the same point used for taking the clockwise moments.
The final step is to take the sum of all the moments and set it to zero. That should give you the value of the force at the top of the pole for impending tipping.
Translating the force $F_{x1}$ into a wind load is another matter. Calculating wind load involves a number of variables that include, but are not limited to, calculating the projected surface area, wind pressure (which is a function of wind velocity), drag coefficient, and so on. You will need to research this aspect, as it may be quite complicated. Then you would need to decide what point to apply the wind load. That would probably entail determining the centroid of the projected area facing the wind.
Good luck and hope this helps.