Appendices D from ASME B31.3 & B31.1 Codes can exclusively be used for Orthogonal intersections.
ASME B31J/2017 formulas have been developed for the same application area.
So yes, it remains FEA approach as single valid approach at this time, if we need the SIFs for laterals.
BUT, have you modelled weldolets using FE Pipe? Have you seen how many parameters (angles, distances) you need to define the model?
Moreover, since weldolets (like latrolets)include a thick walled portion, Shell Elements are not quite recommended to get "accurate" results. And have you seen how complicated is to develop a 3D-Brick Element model in FE Pipe?
Currently, MSS SP-97 does not provide the dimensional parameters in detail. Therefore, the actual dimensions (excepting OAL and welding diameters) depend on Manufacturer.
The conclusion is: unless you have Manufacturer detailed drawing of the fitting, you are unable to develop a reliable FEA Model. Just assuming some values does not mean a sound approach.
Personally, whenever I have to model latrolet-type fittings, I use Bonney Forge Latrolet SIF values from CII database. Boney Forge still remains a Reference in Piping Fittings technology. And anyway, those SIFs are validated by tests and practice...
Regards,
_________________________
Dorin Daniel Popescu
Lead Piping Stress Engineer