I suspect that strengthening the wall studs will do nothing to increase the load-carrying ability of a compromised header. From what you've described, the best move might be to install an inverted steel angle (upside down capital "L"), about 4' or 5' long, centered over the chopped-out header. It can be screwed into the header and ceiling joists with some hefty deck screws, staggering the header holes, 6" c.-c.. Based on the AISC steel manual, a mild steel L 2-1/2 x 2-1/2 x 1/4 has more than twice the (bending moment) carrying capacity of a single 2 x 4 typical SPF wood header member.
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