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Prying force on column flange

thread507-67530

Prying force on column flange

Prying force on column flange

(OP)
Does anyone know of design guide for the analysis of prying forces on column flanges.  I am anchoring a fall protection system to the column flange using one bolt and a d-ring.  The cable is parallel to the flange and when loaded, it has an eccentricity of 1.5" from the face of the column flange.  I believe I should convert this moment into a tension in the bolt and check the flange for prying (as opposed to local bending). I am looking into using the prying analysis in ASD, but I think that the analysis is similar to attaching a pivoting jib crane to a column flange.

Any input would be appreciated!

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