You'll need to check and be sure that the end distance from the strut to the end of the tie beam is sufficient for the anticipated load and species, dependent on joinery choice here.
And, as you'll be removing material here for probably a girt shoulder style joint, you'll need to be sure your tie beam is tall enough in this area to take the down pressure from the strut and the reaction from the post holding it up after you remove the material for the joinery.
