Hii everyone...nowadays in our project we are having a big discussion about fabrication and erection tolerancess of fired heater panels...since the fabrications are really in poor quality, full of distorsions and etc.
we know that API 560 is the standard for fired heaters but it does not...
Hii everyone...my question is related with S numbers...
is there any difference between S number and P number...?can we use WPS with a PQR supporting P1 to P1 to weld S1 base materials...? Thanks
hii everyone...according to ASME , can branch connections (stub-in or stub on) be considered as fillet welds or still thickness limits for welders should be applied on it.thanks...