ANY HELP ON THE AREA CALCS ETC ON ADDING A 4" NOZZLE TO A VESSEL - NEW TO THIS
ANY HELP ON THE AREA CALCS ETC ON ADDING A 4" NOZZLE TO A VESSEL - NEW TO THIS
(OP)
THE DRAWING IS RIDUCULOUS FOR ALL THE AREAS INVOLVED TO CONSIDER
HAS ANY OF THIS CHANGED WITH THE 2015 VIIID1 EDITION?
ADDING A SCH 40 4" SA106GRB NOZZLE SET FLUSH WITH THE I.D OF THE VESSEL.
VESSEL IS .365" WALL THICKNESS - STILL SA106GRB MATERIAL
STRESS VALUE 20K?
E =1
HAS ANY OF THIS CHANGED WITH THE 2015 VIIID1 EDITION?
ADDING A SCH 40 4" SA106GRB NOZZLE SET FLUSH WITH THE I.D OF THE VESSEL.
VESSEL IS .365" WALL THICKNESS - STILL SA106GRB MATERIAL
STRESS VALUE 20K?
E =1





RE: ANY HELP ON THE AREA CALCS ETC ON ADDING A 4" NOZZLE TO A VESSEL - NEW TO THIS
RE: ANY HELP ON THE AREA CALCS ETC ON ADDING A 4" NOZZLE TO A VESSEL - NEW TO THIS
RE: ANY HELP ON THE AREA CALCS ETC ON ADDING A 4" NOZZLE TO A VESSEL - NEW TO THIS
Regards,
Mike
The problem with sloppy work is that the supply FAR EXCEEDS the demand
RE: ANY HELP ON THE AREA CALCS ETC ON ADDING A 4" NOZZLE TO A VESSEL - NEW TO THIS
STOP SHOUTING. It gets tedious and makes your post irritating to read.
How 'bout you get a mechanical engineer to perform the mechanical engineering evaluations? Better yet, one with the experience and judgment required in order to meet the intent of the Code. You have read the Foreword, right?