Rob130
New member
- Aug 4, 2003
- 37
Assume damage to pressurized skin, Flush patch required, skin - 2024-T3 .050, .063 doubler. SRM Calls for same size, type, spacing and distance between rows as nearest skin splice.
MS20426AD5 Rivets 1.0 spacing, .8 pitch. Skin Splice is dimpled. .050 existing skin can't be countersunk due to min thickness requirement.
Would the repair have the same strength if NAS1097AD5 rivets were used in csk holes vs. MS20426AD5 in dimpled holes? Dimples will need to be formed using coin dies in rivet gun and bucking bar method.
This is a theoretical problem to be discussed in a structural repair class.
What questions would an engineer have for the technician performing the repair or what questions should the tech ask an engineer?
MS20426AD5 Rivets 1.0 spacing, .8 pitch. Skin Splice is dimpled. .050 existing skin can't be countersunk due to min thickness requirement.
Would the repair have the same strength if NAS1097AD5 rivets were used in csk holes vs. MS20426AD5 in dimpled holes? Dimples will need to be formed using coin dies in rivet gun and bucking bar method.
This is a theoretical problem to be discussed in a structural repair class.
What questions would an engineer have for the technician performing the repair or what questions should the tech ask an engineer?