Lifting Lug Design Manual
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An issue that concerns me, that I'm not certain is addressed by the standards that have been mentioned, is the possibility of lateral-torsional buckling of certain types of lifting lugs. Consider a vessel being lifted and rotated from horizontal to vertical. Typically it will have some lugs (or trunnions) near the top of the vessel, and a tailing lug near the bottom. Some types of lifting lugs are placed near the top head (or at a transition) and project upward for some distance. In the horizontal position this makes the lifting lug act as a cantilever beam. It is conceivable that if the lug's span is long enough and the b/t ratio low enough then it could experience lateral-torsional buckling. I believe that paying attention to this possibility and designing the lug with a low b/t ratio should account for this condition.
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Lifting Lug Design Calculation Sample
Lifting attachments may remain on the vessel after erection unless there is some. Orientation should be established such that a line through the lifting lugs is. The spreadsheet verifies some configurations of lifting lugs and padeyes. And its updating to 2005 AISC Manual of Steel Construction (click here to download it). Design of a lifting lug with overlapping plate joint subjected to a sloped force.
For instance, a 'relatively thin' lifting lug might have plenty of strength to support the vessel in pure tension (vertical position), and even adequate bending strength in the horizontal position. But if the lugs are too thin then lateral buckling may be a failure mode. RE: Out of plane buckling in lifting lug (Mechanical) 16 Nov 16 19:06.