The HAZ (heat affected zone) when welding aluminum is quite small - just outside the weld bead. But if it's a linear weld, it's still a weak line in your beam. Sort of like "tear here" dotted line.
Welds at the end of a cat crossbeam are not that bad. Because 90% of the load is at the forestay (the rest from the tramps), the beam bending diagram looks something like this. So the beam ends are only lightly stressed in bending and the rest is vertical shear loads.
Therefore - at the middle of the beam, where you have a forestay and seagull striker, avoid welds ACROSS the top and bottom of the beam. That's like cutting the top and bottom flange of an I-beam.
A piece of flat bar that runs transversely to act as lug for the forestay is fine, but wide seagull strikers than run fore/aft on the top of the beam are not nearly so nice.
Welds at the end of a cat crossbeam are not that bad. Because 90% of the load is at the forestay (the rest from the tramps), the beam bending diagram looks something like this. So the beam ends are only lightly stressed in bending and the rest is vertical shear loads.

Therefore - at the middle of the beam, where you have a forestay and seagull striker, avoid welds ACROSS the top and bottom of the beam. That's like cutting the top and bottom flange of an I-beam.
A piece of flat bar that runs transversely to act as lug for the forestay is fine, but wide seagull strikers than run fore/aft on the top of the beam are not nearly so nice.