I don't see the values very well, but you can check your calculation manually,
What I deduce:
1. Your rotation edge is located at the level of the 2 screws at the front
1.Bis [Edit] You want to know the forces in the 3 screws on the back (at the front on the picture)
2. Your screws will work mostly in tension plus a slight shear
3. So you can make a ratio between the height of the mast x the force applied and the distance between the rotation edge and the location of your screws at the back (basically, the length of your plate)
You will get an order of magnitude to verify your calculation.
It is possible that the local deformation of the plate creates internal effects on the recesses that are not realistic. Which seems to be the case because the reactions on the angles seem to be in the opposite direction.
To check, for example, it would be necessary to block the horizontal displacements only on the center fixing and keep the 4 angles in tension only. In this case, we should find a shear force equal to the horizontal force at the masthead.
For the calculation of the bolts, it can be assumed that the shear is evenly distributed among the 5 screws. On the other hand, in the calculation, this shear must be taken up by rubbing on each fastener (otherwise it slips and there is a maximum of 2 screws that will take everything back in shear)