Client pipe specification gives options to use smls pipe or ewf pipe. should the fittings be specified as the pipe? Can smls pipe be welded to efw pipe? Can smls fittings be welded to efw pipe? and vice versa?
Can anyone point me in the correct code to calculate bolt tension. I've previously used PCC-1 to calculate bolt torque values but have come upon a situation where tensioning is required by the client and I can't find any equations to help. This is for a 300lb 36" Series B flange with 1 5/8"...
I have a MTR for 3/4" thick A516 Gr 60N. According to the Astm for each reducion of 0.01% point below the specified max for carbon an increase of 0.06% point above the specified max for manganese is permitted. The astm says that the carbon max for over 1/2" is 0.23% and the Manganese max for...
