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    Results 21 to 31 of 31
    1. #21
      Join Date
      Jan 2006
      Location
      Cornettsville, ky
      Posts
      892
      Country Flag: United States
      Quote Originally Posted by elitecustombody View Post
      And Hobart is made by Miller.
      this is true also all are good welders the reconditioned northern migs are the best value for a good machine i can find



    2. #22
      Join Date
      Jun 2011
      Location
      Maine
      Posts
      7
      Thanks for the response! I had a feeling it was BS. I used a stick welder to fix a few things on some random junker cars I had a few years ago and of course knocked off the slag, ground them down, and painted over them. The paint held up fine a few years later.

      I just never used flux core, and it would have REALLY sucked if I welded up a whole car and it had paint issues.

    3. #23
      Join Date
      Aug 2004
      Location
      Rustburg, Virginia
      Posts
      3,436
      Country Flag: United States
      In case you are wondering if FCAW is strong enough for structural work....this is for Princeton University and is being welded in my shop with E70T-1 w/100% CO2 shielding gas. 440amps/29.5volts @ about 15"/min. It took (4-5) 60# rolls of wire to weld each column like this one.

      the Welder is Melvin and he has been with me here at this plant as one of our 40 welders for a little over 30 years.
      Attached Images Attached Images  
      Last edited by John Wright; 06-29-2011 at 04:59 AM. Reason: typo
      1970 RS/SS350 139K on the clock:
      89 TPI motor w/ 1pc rear seal coupled to a Viper T56 via Mcleod's modular bellhousing w/ hydraulic T/O bearing from the Viper, 12 bolt rear w/ 3.73 gearing, SC&C upper control arms, factory lowers with Delalums, C5 brakes at all four corners, Front Wheels 17x8's with Sumi 255/40/17 and Rear Wheels 17x9's with Sumi 275/40/17.
      Brief description of the work done so far can be found here: http://www.nastyz28.com/forum/showthread.php?t=112454


    4. #24
      Join Date
      Feb 2003
      Location
      St. Louis, Missouri
      Posts
      988
      Country Flag: United States
      Wouldn't it be cheaper to stick weld it? Less material costs for the same/more "bonding" strength? There must be a visual factor involved.

      Rick Butterfield

    5. #25
      Join Date
      Aug 2004
      Location
      Rustburg, Virginia
      Posts
      3,436
      Country Flag: United States
      Quote Originally Posted by Happyfunballs View Post
      Wouldn't it be cheaper to stick weld it? Less material costs for the same/more "bonding" strength? There must be a visual factor involved.
      Stick welding is much more labor intensive so it drives up our manhours....then factor in 10%+/- stub loss, dramaticlly reduced speed of travel (5-7"/min for 5/32" E7018 vs 15-20"/min for 3/32" FCAW), and having to reload the stinger every 10-12" of linear weld vs a continuous 60# roll of wire. Stick welding is considerably slower and more expensive in all respects.
      The base plates are 6.5" thick, flanges are over 3" thick and over 14" wide...I can't imagine having to fill a 45° bevel with E7018.....
      1970 RS/SS350 139K on the clock:
      89 TPI motor w/ 1pc rear seal coupled to a Viper T56 via Mcleod's modular bellhousing w/ hydraulic T/O bearing from the Viper, 12 bolt rear w/ 3.73 gearing, SC&C upper control arms, factory lowers with Delalums, C5 brakes at all four corners, Front Wheels 17x8's with Sumi 255/40/17 and Rear Wheels 17x9's with Sumi 275/40/17.
      Brief description of the work done so far can be found here: http://www.nastyz28.com/forum/showthread.php?t=112454


    6. #26
      Join Date
      Feb 2003
      Location
      St. Louis, Missouri
      Posts
      988
      Country Flag: United States
      Huh, ok. Interesting indeed.

      Rick Butterfield

    7. #27
      Join Date
      Aug 2004
      Location
      Rustburg, Virginia
      Posts
      3,436
      Country Flag: United States
      Sorry to sound so passionate about it...LOL...fabricating structural steel for highrise buildings is all that I've done my entire working career. I've done just about every position here from a general laborer, to programming equipment, to detailing and creating shop drawings from the contract drawings, to assisting the plant mgr with employee record keeping, and finally I've landed in the QC office as the mgr for the past 12 years performing all of the welder qualifications and weld inspection (visual, dye penetrant, magnetic particle, and ultrasonic testing).
      1970 RS/SS350 139K on the clock:
      89 TPI motor w/ 1pc rear seal coupled to a Viper T56 via Mcleod's modular bellhousing w/ hydraulic T/O bearing from the Viper, 12 bolt rear w/ 3.73 gearing, SC&C upper control arms, factory lowers with Delalums, C5 brakes at all four corners, Front Wheels 17x8's with Sumi 255/40/17 and Rear Wheels 17x9's with Sumi 275/40/17.
      Brief description of the work done so far can be found here: http://www.nastyz28.com/forum/showthread.php?t=112454


    8. #28
      Join Date
      Feb 2003
      Location
      St. Louis, Missouri
      Posts
      988
      Country Flag: United States
      Don't be sorry, I think it's truly interesting, although Melvin appears as if he could be happier doing something else. If you ever need HSS, look us up. :shamlessplug:

      Rick Butterfield

    9. #29
      Join Date
      Aug 2004
      Location
      Rustburg, Virginia
      Posts
      3,436
      Country Flag: United States
      another pic of Melvin cutting some plate ::shameless plug::...LOL
      1970 RS/SS350 139K on the clock:
      89 TPI motor w/ 1pc rear seal coupled to a Viper T56 via Mcleod's modular bellhousing w/ hydraulic T/O bearing from the Viper, 12 bolt rear w/ 3.73 gearing, SC&C upper control arms, factory lowers with Delalums, C5 brakes at all four corners, Front Wheels 17x8's with Sumi 255/40/17 and Rear Wheels 17x9's with Sumi 275/40/17.
      Brief description of the work done so far can be found here: http://www.nastyz28.com/forum/showthread.php?t=112454


    10. #30
      Join Date
      Feb 2010
      Location
      Corvallis Montana
      Posts
      597
      Country Flag: United States
      Quote Originally Posted by John Wright View Post
      In case you are wondering if FCAW is strong enough for structural work....this is for Princeton University and is being welded in my shop with E70T-1 w/100% CO2 shielding gas. 440amps/29.5volts @ about 15"/min. It took (4-5) 60# rolls of wire to weld each column like this one.

      the Welder is Melvin and he has been with me here at this plant as one of our 40 welders for a little over 30 years.
      wow that pic is cool that would be sweet to work on stuff like that all day

    11. #31
      Join Date
      Aug 2004
      Location
      Rustburg, Virginia
      Posts
      3,436
      Country Flag: United States
      Quote Originally Posted by robertjra View Post
      wow that pic is cool that would be sweet to work on stuff like that all day
      Trust me...it's not so "cool" to weld on that material with around 450amps at arms length, in this heat, with the fans turned away to keep from blowing your shielding gas. I have to keep after the guys to stay hydrated....I'm sure they are tired of hearing me preach about drinking plenty of fluids.
      1970 RS/SS350 139K on the clock:
      89 TPI motor w/ 1pc rear seal coupled to a Viper T56 via Mcleod's modular bellhousing w/ hydraulic T/O bearing from the Viper, 12 bolt rear w/ 3.73 gearing, SC&C upper control arms, factory lowers with Delalums, C5 brakes at all four corners, Front Wheels 17x8's with Sumi 255/40/17 and Rear Wheels 17x9's with Sumi 275/40/17.
      Brief description of the work done so far can be found here: http://www.nastyz28.com/forum/showthread.php?t=112454


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