Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations SSS148 on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Recent content by dman25

  1. dman25

    miter joints

    I have been trying to find information on miter joints. CFR 192.233 only allows up to 3 degree miter joints but can't locate any info as to why they are not allowed. Can someone explain why not?
  2. dman25

    miter joints

    I have been trying to find information on miter joints. CFR 192.233 only allows up to 3 degree miter joints but can't locate any info as to why they are not allowed. Can someone explain why not?
  3. dman25

    X65 welded to X52/X42 duel grade pipe

    The designated material is X-42. So are there any issues with going from X-42 to X-65? It seems like too big of a jump.
  4. dman25

    X65 welded to X52/X42 duel grade pipe

    We want to weld a X-65 cap to a X42/X52 duel grade pipe. I know according to API 1104 that when welding materials of two seperate material groups that the WPS for for the higher strength material is to be used. My issue/question: Is procedure for X-65 allowable for the X42/X52 duel grade...
  5. dman25

    stick vs. wire

    We are welding an 8" reinforcement saddle (wt=.322, Gr. B) to a 30" OD (wt=.375, Gr. B) pipe. The saddle is to only be used as an added reinforcement for external loading should it occur. I found two welding procedures that match the criteria, one a stick procedure and the other a wire...
See more

Part and Inventory Search

Back
Top Bottom