Prying Action on Fasteners for Steel Angle Ledgers
Prying Action on Fasteners for Steel Angle Ledgers
(OP)
I am looking for a procedure for evaluating the tensile/prying loads on fasteners for a steel angle ledger connected to a concrete wall using wedge or epoxy-type fasteners. I am looking for a modification of the Hanger-Type connection procedure in the AISC ASD manual but where the applied load is a moment rather than an eccentric tensile force.





RE: Prying Action on Fasteners for Steel Angle Ledgers
neffers
RE: Prying Action on Fasteners for Steel Angle Ledgers
RE: Prying Action on Fasteners for Steel Angle Ledgers