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  1. ninjasomke

    Backing Bar Removeal

    Thank you for the input. As an engineer, what is your opinion? After the Northridge earthquake I have removed them from beam flange to columen connections.
  2. ninjasomke

    Weld Backing Bar Partial Removal

    Thanks, I have reposted in AWS.
  3. ninjasomke

    Backing Bar Removeal

    I have a situation where fabrication steel backing bar needs to be “partially” removed, so that field backing bars can be installed for field erecting. All welds to be CJP and “back gouge” is not possible. Are there any code rules that would prevent the “partial” removal of the shop backing...
  4. ninjasomke

    Weld Backing Bar Partial Removal

    I have a situation where fabrication steel backing bar needs to be “partially” removed, so that field backing bars can be installed for field erecting. All welds to be CJP and “back gouge” is not possible. Are there any code rules that would prevent the “partial” removal of the shop backing...
  5. ninjasomke

    Are there any AWS code restrictions to welding over an E80 weld with E70 weld?

    Metengr, Thanks for the "interpretation" It is always nice to get another opinion.
  6. ninjasomke

    Are there any AWS code restrictions to welding over an E80 weld with E70 weld?

    I have a situation where rebar (ASTM 706) was welded to ASTM 572 gr.50 steel plate, with E80 electrode. Now I want to join another 572 plate to this one and a small portion of the E80 weld is into my joint. Is is okay to weld the two plates together with E70 electrodes and pass the E70 weld...

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