Allowable stress on a weld
Allowable stress on a weld
(OP)
Does anyone know how to work out the allowable stress on a fillet weld under cyclic loading?
The stress is derived from an FEA model and the loading is more complex than pure shear or tension.
The stress is derived from an FEA model and the loading is more complex than pure shear or tension.





RE: Allowable stress on a weld
corus