The drawing's fastener has a allowable tension & shear loads of 2,940 lbs & 2,703 lbs respectively. The tear out, bearing and net tension are less than half of the fastener's capabilities. I guess I'll need to design a repair fitting of some kind to reinforce this joint's stackup material...
I have a joint location that is not on primary structure, but in an equipment bay.
The joint has been double drilled and once it’s reworked to clean/round, will have a diameter of .3125.
This stackup is multi-layered (0.040~.063 thk); angle, web, channel and another angle. All totaled, the...
