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Thanks for the input everyone. The welds along the edges give plenty of capacity so I will ignore that end one.

How do you handle ugly welds when you are analyzing existing connections? Do you have personal safety factors if you are not happy with how they look, or do you just assume that they have the same strength as a good weld. See pic attached.

I am looking at designing repairs for a rusted out steel deck and a hole in the slab above. The location is near high temperature industrial equipment and is exposed to moisture from rain. I am looking at epoxy rebar or a sacrificial zinc anode tied to the rebar and/or deck. The original design...