Tom,
No I haven't yet, but that may be my next step. I did see the note you're referencing in the deficiencies, and definitely agree it's one of those the gut is saying it's fine but want to confirm via the software. I was hoping to not have to turn off local stresses, but that may be my best...
I'm designing a tower 74" ID and 71' 3" S/S. I'm trying to use the rigging analysis "tail lug" attach feature, and using my clients standard tail lug detail. I'm getting failure and the error "The load ratio for the EN13445 calculation exceeds 1.Lift load 122,627 lbf exceeds maximum allowable...
