From the past articles in this thread it seems my question might be answered, but let me put some specifics and see what you corrosion 'gurus' think about this. It's an already built structure, so I need to know if it is worth the trouble to modify it.
We are currently reviewing an installation that was done on some roof overhang exposed steel framing. Some light architectural glass panels were added. The panels are aluminum framed and attached to support through a prefabricated system of aluminum rails and extruded angle clips. The aluminum is 6105-T5. The aluminum angle clips rest directly on hot dip galvanized structural steel framing, ASTM A501 or A53 Grade B, and are secured to the steel by Type 410 stainless steel self-tapping screws.
The system is well-drained, and not exposed to any particularly harsh environment here in Los Angeles. It seems that galvanic corrosion potential in the dissimilar metals should result in the hot-dip zinc galvanizing acting as the sacrificial element. My check of a galvanic series table shows zinc being more anodic than any aluminum alloy. Also, zinc and aluminum appear closely together on the galvanic series, which leads me to believe that the corrosion potential is low and that the galvanized coating on the steel in the area of the connection would be durable for the life of the structure.
THANKS!