• 50 Amp receptacle in barn with 50 Amp 240 Service?

    From RogerB@21:1/5 to All on Sat Mar 19 16:18:09 2022
    Gentlemen,

    I have a barn with 50 amp 240 service. It now basically has lights and 120 outlets. Is it OK to add a 50 amp receptacle for a welder with the idea that I won't run the welder at full power?

    Thanks in advance for any comments.

    RogerB

    --
    for full context, visit https://www.polytechforum.com/welding/50-amp-receptacle-in-barn-with-50-amp-240-service-54830-.htm

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  • From Bob La Londe@21:1/5 to RogerB on Sun Mar 20 09:19:36 2022
    On 3/19/2022 9:18 AM, RogerB wrote:
    Gentlemen,

    I have a barn with 50 amp 240 service.  It now basically has lights and 120 outlets.  Is it OK to add a 50 amp receptacle for  a welder with the
    idea that
    I won't run the welder at full power?

    Thanks in advance for any comments.

    RogerB



    I don't know but I run my 65amp welder on a 50 amp circuit all the time.
    I do not recall ever tripping a breaker. Most of the time you WON'T
    run your welder at its max setting. Maybe never depending on the work
    you do. If the breaker trips you stop welding and reset the breaker. I
    do not know how your sub panel is setup, but the welder circuit should
    be on its own breaker even if its the same size as the incoming circuit.

    Its "probably" ok, but I have not seen the barn. However to give you an
    idea. Go add up the current limit of all the circuits in a house. Its
    almost always much more than the main breaker on the service entrance.
    My shop has a 100amp sub panel feeding it, and off that sub panel are
    two more sub panels. One is 100 amps, and one is 60 amps. The only
    time I recall tripping one of the main breakers was when I accidentally
    shorted a transformer while repairing a machine.

    MAKE SURE YOUR WIRING IS UP TO THE TASK. DO NOT SKIMP. FOR "NORMAL"
    SHOP WELDING IT SHOULD WORK, AND YOU CAN PROBABLY EVEN LEAVE THE LIGHTS
    ON.

    --
    This email has been checked for viruses by AVG.
    https://www.avg.com

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  • From Jim Wilkins@21:1/5 to RogerB on Sun Mar 20 18:43:51 2022
    "Bob La Londe" wrote in message news:t17k6p$1tqu$[email protected]...

    On 3/19/2022 9:18 AM, RogerB wrote:
    Gentlemen,

    I have a barn with 50 amp 240 service. It now basically has lights and
    120
    outlets. Is it OK to add a 50 amp receptacle for a welder with the idea that
    I won't run the welder at full power?

    Thanks in advance for any comments.

    RogerB



    I don't know but I run my 65amp welder on a 50 amp circuit all the time.
    I do not recall ever tripping a breaker. Most of the time you WON'T
    run your welder at its max setting. Maybe never depending on the work
    you do. If the breaker trips you stop welding and reset the breaker. I
    do not know how your sub panel is setup, but the welder circuit should
    be on its own breaker even if its the same size as the incoming circuit.

    Its "probably" ok, but I have not seen the barn. However to give you an
    idea. Go add up the current limit of all the circuits in a house. Its
    almost always much more than the main breaker on the service entrance.
    My shop has a 100amp sub panel feeding it, and off that sub panel are
    two more sub panels. One is 100 amps, and one is 60 amps. The only
    time I recall tripping one of the main breakers was when I accidentally
    shorted a transformer while repairing a machine.

    MAKE SURE YOUR WIRING IS UP TO THE TASK. DO NOT SKIMP. FOR "NORMAL"
    SHOP WELDING IT SHOULD WORK, AND YOU CAN PROBABLY EVEN LEAVE THE LIGHTS
    ON.

    ----------------------

    I run a Lincoln Square Wave 175 welder at about 120A through a 50A breaker (240V) in a 200A panel (electric heat). The breaker hasn't tripped yet, even when rods stick. 120A has been good for up to 1/2" plate with 1/8" 7018
    rods.

    My 50A AC arc welder draws less than 20A at 120V. I've measured it carefully because I converted it into a variable voltage battery charger, and operate
    it short-circuited to test circuit breakers. Some from Amazon degraded after the first trip. For power calculations the expected arc voltage is 20~25V
    and the efficiency is around 60~70% at line voltage, due to the
    transformer's simple lossy current limiting design. The efficiency is much higher at lower input voltages where the core doesn't saturate.

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  • From Jim Wilkins@21:1/5 to All on Tue Mar 22 07:11:52 2022
    "Jim Wilkins" wrote in message news:t18aoj$pv4$[email protected]...

    I run a Lincoln Square Wave 175 welder at about 120A through a 50A breaker (240V) in a 200A panel (electric heat). The breaker hasn't tripped yet, even when rods stick. 120A has been good for up to 1/2" plate with 1/8" 7018
    rods.

    ---------------------------

    At 100% efficiency 120A at 25 arc volts would equal only 12.5A through the breaker at 240V. The Lincoln has active SCR control and I haven't measured
    its efficiency because welding projects don't appear to affect my home
    electric bill.

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  • From Richard Smith@21:1/5 to Jim Wilkins on Wed Mar 23 09:06:11 2022
    "Jim Wilkins" <[email protected]> writes:

    "Jim Wilkins" wrote in message news:t18aoj$pv4$[email protected]...

    I run a Lincoln Square Wave 175 welder at about 120A through a 50A breaker (240V) in a 200A panel (electric heat). The breaker hasn't tripped yet, even when rods stick. 120A has been good for up to 1/2" plate with 1/8" 7018
    rods.

    ---------------------------

    At 100% efficiency 120A at 25 arc volts would equal only 12.5A through
    the breaker at 240V. The Lincoln has active SCR control and I haven't measured its efficiency because welding projects don't appear to
    affect my home electric bill.

    Isn't a "rule of thumb"
    50% efficiency for copper-and-iron transformer machines
    90%+ efficiency for inverter welding machines
    ?
    So start with your calculation
    (/
    (* 120 25) ;; 3000 ;; W
    240.0) ;; 12.5 ;; Amps
    then double the Amps assumed at the wall-socket ie. 25A
    if is a transformer machine.

    That inverters are so efficient is rather obvious from the welds you
    can run without ever tripping the breaker.

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  • From Jim Wilkins@21:1/5 to All on Wed Mar 23 07:33:40 2022
    "Richard Smith" wrote in message news:[email protected]...

    Isn't a "rule of thumb"
    50% efficiency for copper-and-iron transformer machines
    90%+ efficiency for inverter welding machines
    ?
    So start with your calculation
    (/
    (* 120 25) ;; 3000 ;; W
    240.0) ;; 12.5 ;; Amps
    then double the Amps assumed at the wall-socket ie. 25A
    if is a transformer machine.

    That inverters are so efficient is rather obvious from the welds you
    can run without ever tripping the breaker.

    --------------------

    My largely home schooling in electrical engineering missed that part. https://www.nrcan.gc.ca/energy/products/categories/commercial/arc-welding/14703

    The idling power loss in the 50A buzz box transformer measured 1/4KW at 120V
    in and 1/2KW at 130V in. The no-load magnetizing current is proportional to input voltage up to 90VAC, then rises rapidly as the core goes into
    saturation. They are made that way to limit the welding current, as when an electrode sticks. I needed to know because a Powerstat variable
    autotransformer sets the output voltage and excessive current will burn out
    its contact brush.

    This is the tool that measures AC current without having to disconnect the wire.
    https://www.amazon.com/Clamp-Meters/b?ie=UTF8&node=5011680011

    I have the UT210E because it also measures DC current and reads low enough
    to check the power-off drain from a car battery. https://www.autotrader.co.uk/content/advice/why-is-my-car-battery-draining-ways-to-prevent-it?refresh=true

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  • From Richard Smith@21:1/5 to Jim Wilkins on Thu Mar 24 11:16:20 2022
    "Jim Wilkins" <[email protected]> writes:

    "Richard Smith" wrote in message news:[email protected]...
    ...

    My largely home schooling in electrical engineering missed that part. https://www.nrcan.gc.ca/energy/products/categories/commercial/arc-welding/14703

    The idling power loss in the 50A buzz box transformer measured 1/4KW
    at 120V in and 1/2KW at 130V in. The no-load magnetizing current is proportional to input voltage up to 90VAC, then rises rapidly as the
    core goes into saturation. They are made that way to limit the welding current, as when an electrode sticks. I needed to know because a
    Powerstat variable autotransformer sets the output voltage and
    excessive current will burn out its contact brush.

    This is the tool that measures AC current without having to disconnect
    the wire.
    https://www.amazon.com/Clamp-Meters/b?ie=UTF8&node=5011680011

    I have the UT210E because it also measures DC current and reads low
    enough to check the power-off drain from a car battery. https://www.autotrader.co.uk/content/advice/why-is-my-car-battery-draining-ways-to-prevent-it?refresh=true

    I helped you on something?
    I am pleased with myself!

    The info you cite https://www.nrcan.gc.ca/energy/products/categories/commercial/arc-welding/14703 is great.
    So I'd got the numbers about right just by hearsay judged plausible by observation...

    Best wishes
    Rich Smith

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  • From Jim Wilkins@21:1/5 to Jim Wilkins on Thu Mar 24 12:54:18 2022
    "Richard Smith" wrote in message news:[email protected]...

    "Jim Wilkins" <[email protected]> writes:

    "Richard Smith" wrote in message news:[email protected]...
    ...

    My largely home schooling in electrical engineering missed that part. https://www.nrcan.gc.ca/energy/products/categories/commercial/arc-welding/14703

    The idling power loss in the 50A buzz box transformer measured 1/4KW
    at 120V in and 1/2KW at 130V in. The no-load magnetizing current is proportional to input voltage up to 90VAC, then rises rapidly as the
    core goes into saturation. They are made that way to limit the welding current, as when an electrode sticks. I needed to know because a
    Powerstat variable autotransformer sets the output voltage and
    excessive current will burn out its contact brush.

    This is the tool that measures AC current without having to disconnect
    the wire.
    https://www.amazon.com/Clamp-Meters/b?ie=UTF8&node=5011680011

    I have the UT210E because it also measures DC current and reads low
    enough to check the power-off drain from a car battery. https://www.autotrader.co.uk/content/advice/why-is-my-car-battery-draining-ways-to-prevent-it?refresh=true

    I helped you on something?
    I am pleased with myself!

    The info you cite https://www.nrcan.gc.ca/energy/products/categories/commercial/arc-welding/14703 is great.
    So I'd got the numbers about right just by hearsay judged plausible by observation...

    Best wishes
    Rich Smith

    -------------

    I appreciate help on the things I don't know. That's why I ask questions and post links to the references I find. My scientific education was more
    concerned with the means of uncovering new information, by literature search
    or experiment, than over-filling my head with details of accepted knowledge. R&D is all about what you don't know yet.

    Apparently that's a fundamental difference between science and liberal arts.

    --- SoupGate-Win32 v1.05
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  • From Bob La Londe@21:1/5 to Bob La Londe on Thu Mar 24 11:21:20 2022
    On 3/20/2022 9:19 AM, Bob La Londe wrote:
    On 3/19/2022 9:18 AM, RogerB wrote:
    Gentlemen,

    I have a barn with 50 amp 240 service.  It now basically has lights
    and 120
    outlets.  Is it OK to add a 50 amp receptacle for  a welder with the
    idea that
    I won't run the welder at full power?

    Thanks in advance for any comments.

    RogerB



    I don't know but I run my 65amp welder on a 50 amp circuit all the time.
     I do not recall ever tripping a breaker.  Most of the time you WON'T
    run your welder at its max setting.  Maybe never depending on the work
    you do.  If the breaker trips you stop welding and reset the breaker.  I
    do not know how your sub panel is setup, but the welder circuit should
    be on its own breaker even if its the same size as the incoming circuit.

    Its "probably" ok, but I have not seen the barn.  However to give you an idea.  Go add up the current limit of all the circuits in a house.  Its almost always much more than the main breaker on the service entrance.
    My shop has a 100amp sub panel feeding it, and off that sub panel are
    two more sub panels.  One is 100 amps, and one is 60 amps.  The only
    time I recall tripping one of the main breakers was when I accidentally shorted a transformer while repairing a machine.

    MAKE SURE YOUR WIRING IS UP TO THE TASK.  DO NOT SKIMP.  FOR "NORMAL"
    SHOP WELDING IT SHOULD WORK, AND YOU CAN PROBABLY EVEN LEAVE THE LIGHTS ON.



    Sorry. Its actually 200amp output. Reccomended breaker is 65 amp.
    Never made any sense to me since it came with a 50 amp plug on it brand
    new from Miller.


    --
    This email has been checked for viruses by AVG.
    https://www.avg.com

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  • From David Billington@21:1/5 to Jim Wilkins on Thu Mar 24 20:13:18 2022
    On 23/03/2022 11:33, Jim Wilkins wrote:
    "Richard Smith"  wrote in message news:[email protected]...

    Isn't a "rule of thumb"
    50% efficiency for copper-and-iron transformer machines
    90%+ efficiency for inverter welding machines
    ?
    So start with your calculation
    (/
     (* 120 25) ;; 3000 ;; W
     240.0) ;; 12.5 ;; Amps
    then double the Amps assumed at the wall-socket ie. 25A
    if is a transformer machine.

    That inverters are so efficient is rather obvious from the welds you
    can run without ever tripping the breaker.

    --------------------

    My largely home schooling in electrical engineering missed that part. https://www.nrcan.gc.ca/energy/products/categories/commercial/arc-welding/14703


    The idling power loss in the 50A buzz box transformer measured 1/4KW
    at 120V in and 1/2KW at 130V in. The no-load magnetizing current is proportional to input voltage up to 90VAC, then rises rapidly as the
    core goes into saturation. They are made that way to limit the welding current, as when an electrode sticks. I needed to know because a
    Powerstat variable autotransformer sets the output voltage and
    excessive current will burn out its contact brush.

    This is the tool that measures AC current without having to disconnect
    the wire.
    https://www.amazon.com/Clamp-Meters/b?ie=UTF8&node=5011680011

    I have the UT210E because it also measures DC current and reads low
    enough to check the power-off drain from a car battery. https://www.autotrader.co.uk/content/advice/why-is-my-car-battery-draining-ways-to-prevent-it?refresh=true


    I bought a UT210E after your recommendation and it was useful but I now
    find it doesn't work any more. It turns on and responds to the selection
    switch and buttons and on resistance or voltage it shows its working
    when you connect an item to test and then just displays 0.000 which is
    all it does in any mode now. I can't see anything wrong internally and
    new batteries had no effect so it looks like its dead or at least of no
    use whatsoever.

    --- SoupGate-Win32 v1.05
    * Origin: fsxNet Usenet Gateway (21:1/5)
  • From Jim Wilkins@21:1/5 to All on Thu Mar 24 17:35:01 2022
    "Bob La Londe" wrote in message news:t1icr1$1bjd$[email protected]...

    Sorry. Its actually 200amp output. Reccomended breaker is 65 amp.
    Never made any sense to me since it came with a 50 amp plug on it brand
    new from Miller.

    ----------------

    https://www.fs.fed.us/database/acad/elec/greenbook/3_basicdesigns.pdf

    Don't ask me to make sense of it.

    --- SoupGate-Win32 v1.05
    * Origin: fsxNet Usenet Gateway (21:1/5)
  • From David Billington@21:1/5 to Jim Wilkins on Thu Mar 24 21:33:43 2022
    On 24/03/2022 21:26, Jim Wilkins wrote:
    "David Billington"  wrote in message news:t1ijcu$25h$[email protected]...

    I bought a UT210E after your recommendation and it was useful but I now
    find it doesn't work any more. It turns on and responds to the selection switch and buttons and on resistance or voltage it shows its working
    when you connect an item to test and then just displays 0.000 which is
    all it does in any mode now. I can't see anything wrong internally and
    new batteries had no effect so it looks like its dead or at least of no
    use whatsoever.

    -------------------

    Sorry.
    There is a lot of info on line about them, including calibration and
    hacking the code. I haven't tried any of it.


    I've just started to look at it but haven't found any useful stuff yet.
    I wonder as it has firmware if it's trashed its calibration settings,
    I've seen that sort of behaviour on a number of occasions where the
    device would occasionally write to places it shouldn't do to ill effect.

    --- SoupGate-Win32 v1.05
    * Origin: fsxNet Usenet Gateway (21:1/5)
  • From Jim Wilkins@21:1/5 to All on Thu Mar 24 17:26:14 2022
    "David Billington" wrote in message news:t1ijcu$25h$[email protected]...

    I bought a UT210E after your recommendation and it was useful but I now
    find it doesn't work any more. It turns on and responds to the selection
    switch and buttons and on resistance or voltage it shows its working
    when you connect an item to test and then just displays 0.000 which is
    all it does in any mode now. I can't see anything wrong internally and
    new batteries had no effect so it looks like its dead or at least of no
    use whatsoever.

    -------------------

    Sorry.
    There is a lot of info on line about them, including calibration and hacking the code. I haven't tried any of it.

    --- SoupGate-Win32 v1.05
    * Origin: fsxNet Usenet Gateway (21:1/5)
  • From Jim Wilkins@21:1/5 to Jim Wilkins on Thu Mar 24 18:35:39 2022
    "David Billington" wrote in message news:t1io3n$7ca$[email protected]...

    On 24/03/2022 21:26, Jim Wilkins wrote:
    "David Billington" wrote in message news:t1ijcu$25h$[email protected]...

    I bought a UT210E after your recommendation and it was useful but I now
    find it doesn't work any more. It turns on and responds to the selection switch and buttons and on resistance or voltage it shows its working
    when you connect an item to test and then just displays 0.000 which is
    all it does in any mode now. I can't see anything wrong internally and
    new batteries had no effect so it looks like its dead or at least of no
    use whatsoever.

    -------------------

    Sorry.
    There is a lot of info on line about them, including calibration and
    hacking the code. I haven't tried any of it.


    I've just started to look at it but haven't found any useful stuff yet.
    I wonder as it has firmware if it's trashed its calibration settings,
    I've seen that sort of behaviour on a number of occasions where the
    device would occasionally write to places it shouldn't do to ill effect.

    --------------------

    I have several of Uni-T's products. My impression is that they are bright
    young guys with lots of good ideas but are a little short of practical experience on implementing them reliably. Several times I've noticed that
    new electrical engineers don't always know how real-life components deviate from the theoretical ideal.
    https://en.wikipedia.org/wiki/Dielectric_absorption https://www.murata.com/~/media/webrenewal/products/emc/emifil/knowhow/12to14.ashx
    https://electrical-engineering-portal.com/time-current-curves

    I learned when I was in the testing business, measuring those things. Many
    of the parts I've bought on line don't quite meet their specs. That was true
    of Radio Shack too, but surprisingly some were much better than specified,
    like a "50V" rectifier bridge that tested OK to >500V.

    I have another brand of Chinese DC voltage/current/power meter that goes haywire if connected to solar panels, apparently from the marginal operating voltage at dawn and dusk.

    Then again I found a bug in an Intel IC's reset circuit and a Texas
    Instruments computer's microcode. The latter got me promoted to Engineering.

    --- SoupGate-Win32 v1.05
    * Origin: fsxNet Usenet Gateway (21:1/5)
  • From David Billington@21:1/5 to Jim Wilkins on Thu Mar 24 23:19:01 2022
    On 24/03/2022 22:35, Jim Wilkins wrote:
    "David Billington"  wrote in message news:t1io3n$7ca$[email protected]...

    On 24/03/2022 21:26, Jim Wilkins wrote:
    "David Billington"  wrote in message news:t1ijcu$25h$[email protected]...

    I bought a UT210E after your recommendation and it was useful but I now
    find it doesn't work any more. It turns on and responds to the selection
    switch and buttons and on resistance or voltage it shows its working
    when you connect an item to test and then just displays 0.000 which is
    all it does in any mode now. I can't see anything wrong internally and
    new batteries had no effect so it looks like its dead or at least of no
    use whatsoever.

    -------------------

    Sorry.
    There is a lot of info on line about them, including calibration and
    hacking the code. I haven't tried any of it.


    I've just started to look at it but haven't found any useful stuff yet.
    I wonder as it has firmware if it's trashed its calibration settings,
    I've seen that sort of behaviour on a number of occasions where the
    device would occasionally write to places it shouldn't do to ill effect.

    --------------------

    I have several of Uni-T's products. My impression is that they are
    bright young guys with lots of good ideas but are a little short of
    practical experience on implementing them reliably. Several times I've noticed that new electrical engineers don't always know how real-life components deviate from the theoretical ideal. https://en.wikipedia.org/wiki/Dielectric_absorption https://www.murata.com/~/media/webrenewal/products/emc/emifil/knowhow/12to14.ashx

    https://electrical-engineering-portal.com/time-current-curves

    I learned when I was in the testing business, measuring those things.
    Many of the parts I've bought on line don't quite meet their specs.
    That was true of Radio Shack too, but surprisingly some were much
    better than specified, like a "50V" rectifier bridge that tested OK to
    500V.

    I have another brand of Chinese DC voltage/current/power meter that
    goes haywire if connected to solar panels, apparently from the
    marginal operating voltage at dawn and dusk.

    Then again I found a bug in an Intel IC's reset circuit and a Texas Instruments computer's microcode. The latter got me promoted to
    Engineering.

    I've got a UT70B IIRC DVM as a back-up to my Beckman DVM, the UT70B has
    the RS232 which is handy for data logging from time to time. Can't fault
    the UT70B no problem so far and I've had it for a number of years.

    I've turned up the odd bug in a MS 16bit Windows time function where it
    would report a day earlier at the roll over of midnight from time to
    time, easy to write code to test it, other Windows time functions had
    the bug reported but not the one I was using.

    I know a guy that turn up a serious bug in an Arizona Microchip
    processor and he reported it and as a thank you they gave him the
    development tools he was using.

    I have a Newall DRO on my lathe and from time to time it trashes some
    settings, normally but not always the X axis linear error compensation, thankfully the trashed value is so large that if you move the carriage
    1mm it says 10mm so it's obvious. A worse one was a Ubinetics GSM modem
    which would occasionally trash its radio calibration data and as the
    company was no more due to the poor product it bricked the modem. Turned
    out from some testing it was one AT command used to gracefully close the transmission which was at fault so we removed its use as we had that
    option others that used commercial comms software weren't so lucky.

    --- SoupGate-Win32 v1.05
    * Origin: fsxNet Usenet Gateway (21:1/5)
  • From Jim Wilkins@21:1/5 to All on Fri Mar 25 09:03:53 2022
    "David Billington" wrote in message news:t1iu96$ooo$[email protected]...

    ...A worse one was a Ubinetics GSM modem
    which would occasionally trash its radio calibration data and as the
    company was no more due to the poor product it bricked the modem. Turned
    out from some testing it was one AT command used to gracefully close the transmission which was at fault so we removed its use as we had that
    option others that used commercial comms software weren't so lucky.

    ---------------------

    Back when I had dialup with a low monthly data allowance I wrote a program
    that extracted new connection data from the modem log and reported current total usage. It had to parse for several AT commands because the protocol didn't seem to be strictly defined or implemented.

    --- SoupGate-Win32 v1.05
    * Origin: fsxNet Usenet Gateway (21:1/5)
  • From Richard Smith@21:1/5 to All on Mon Mar 28 09:53:04 2022
    Jim - I did research which earned me a Doctorate (PhD).
    It didn't get me a career because
    * the project organisation collapsed and mine turned into a solo
    effort with no-one there for the outcome
    * my scientific endeavours have been "pilot studies" making a lot of
    pragmatic progress in the first early stages of the subject timeline,
    lacking the highfallutin' theory squeezing the n-th nuance out far
    towards to the highly-developed near-horizontal "right-hand-side" of
    the subject's progress vs. timeline graph
    So some similarities - apart from you had career success in an
    entrepreneurial culture :-)

    --- SoupGate-Win32 v1.05
    * Origin: fsxNet Usenet Gateway (21:1/5)
  • From Jim Wilkins@21:1/5 to All on Mon Mar 28 11:12:04 2022
    "Richard Smith" wrote in message news:[email protected]...

    Jim - I did research which earned me a Doctorate (PhD).
    It didn't get me a career because
    * the project organisation collapsed and mine turned into a solo
    effort with no-one there for the outcome
    * my scientific endeavours have been "pilot studies" making a lot of
    pragmatic progress in the first early stages of the subject timeline,
    lacking the highfallutin' theory squeezing the n-th nuance out far
    towards to the highly-developed near-horizontal "right-hand-side" of
    the subject's progress vs. timeline graph
    So some similarities - apart from you had career success in an
    entrepreneurial culture :-)

    -----------------------

    The only Space project I was privileged to work on shut down after the lead scientist/promoter found a better opportunity elsewhere. It was one of many that was born in a home workshop. They brought me in as electronic tech and
    I had to prove I could handle optics and machining as well. The Ph.Ds
    designed with what they could buy off the shelf while I made or
    custom-ordered whatever I wanted, including a connector for 25um x 125um
    gold IC bonding ribbon. https://www.inseto.co.uk/consumables/bonding-wire-ribbon-precision-metal-stampings-solder-preforms-by-coining/bonding-wire-and-ribbons-by-coining/

    Many of the Ph.D theses I've read tend to demonstrate that the author has
    the potential to do serious research, but they and their advisors lack practical experience.

    I think I was most useful when I brought my wide but not that deep multi-disciplinary knowledge to a researcher whose education had
    concentrated in one field.

    A good example, though not a thesis, is Rossi's E-Cat. It was made from
    brazed copper pipe fittings and he either didn't know or hoped others
    wouldn't that hot hydrogen reduces copper oxide to copper atoms and carries them downstream. The copper found in the nickel wasn't proof of nuclear transformation.
    https://en.wikipedia.org/wiki/Energy_Catalyzer
    "Given numerous other scientific inconsistencies – such as the ratio of isotopes in the supposed copper "fusion product" being identical to that in natural copper..."

    Iron, nickel and copper are in the region of greatest nuclear stability. Lighter elements can release energy by fusion and heavier ones by fission.
    They are the end products, the burnt-out ashes of stellar fusion. Imagine
    what wondrous civilizations might have lived in the light released from what ended as a chunk of iron. https://www.miniphysics.com/binding-energy-per-nucleon-and-nuclear.html
    Invert the graph to show energy that fusion or fission can release.

    The Cruise Missile/Drone/UAV began as a private project that eventually collapsed. https://historycollection.com/the-story-of-the-kettering-bug-the-worlds-first-aerial-drone/6/
    The story shows how small details like who happens to be involved can make
    or break a project.
    If it worked they could get funding, and if they had funding they could make
    it work.

    The effort wasn't wasted, Sperry and Doolittle gave us IFR flight.
    Hap Arnold wrote that by the time it was ready the exhausted Germans had no worthwhile targets left within its range.

    Re the parachute, they had existed since 1797 but wouldn't (yet) reliably
    open in free fall. Their container was attached to the fuselage or
    observation balloon basket and the falling pilot's weight pulled them out evenly. That was no good if the plane was burning or tumbling, and if it
    wasn't they might glide down.
    jsw

    --- SoupGate-Win32 v1.05
    * Origin: fsxNet Usenet Gateway (21:1/5)
  • From Richard Smith@21:1/5 to All on Tue Mar 29 08:14:06 2022
    Many of the Ph.D theses I've read tend to demonstrate that the author
    has the potential to do serious research, but they and their advisors
    lack practical experience.

    The comment I can make is from other "interactions" with people in
    academia. I saw ways of getting at profound scientific issues through "windows" which practical workshop techniques made available.
    Shuffling scientific ideas - what would be valuable to know - against
    what was possible to do, in the end I saw very specific "alignments"
    where what would be useful was possible.

    Basically though, I scared people finding totally unfamiliar
    techniques which looked demented to onlookers.

    Okay - something like three decades have passed, so - here goes...

    I wasn't supposed to hear this very experienced industrial
    metallurgist say to my supervisor "So now then who's insane?! :-)"
    after a technique I proposed worked
    (using a "shaper" to machine steel in a bath of liquid nitrogen, to
    keep the weld hydrogen immobile until ready to get it to reveal its
    location / distribution in the resulting sample).

    That experienced metallurgist had faltered to a stop with his jaw
    dropped coming into the machine shop, with cold steam pouring off the
    table of the shaper.
    Explaining I was machine steel in liquid nitrogen, he responded

    "I can see what it is that you are doing! What I cannot believe is
    that someone would actually *do it*!!!"
    (I wish I could convey the intonation)
    He knew what I was researching, and had lent me the "Welding steels
    without hydrogen cracking" publication. So seeing the shaper with
    cold steam pouring everywhere, he could see in a glance exactly what
    leap of logic I had made in trying to get in at the issue.

    I think I was most useful when I brought my wide but not that deep multi-disciplinary knowledge to a researcher whose education had
    concentrated in one field.

    Yes.
    A team comprising only one type of person has no significance.

    --- SoupGate-Win32 v1.05
    * Origin: fsxNet Usenet Gateway (21:1/5)
  • From Jim Wilkins@21:1/5 to Richard Smith on Tue Mar 29 07:31:46 2022
    "Richard Smith" wrote in message news:[email protected]...

    Many of the Ph.D theses I've read tend to demonstrate that the author
    has the potential to do serious research, but they and their advisors
    lack practical experience.

    The comment I can make is from other "interactions" with people in
    academia. I saw ways of getting at profound scientific issues through "windows" which practical workshop techniques made available.
    Shuffling scientific ideas - what would be valuable to know - against
    what was possible to do, in the end I saw very specific "alignments"
    where what would be useful was possible.

    Basically though, I scared people finding totally unfamiliar
    techniques which looked demented to onlookers.

    Okay - something like three decades have passed, so - here goes...

    I wasn't supposed to hear this very experienced industrial
    metallurgist say to my supervisor "So now then who's insane?! :-)"
    after a technique I proposed worked
    (using a "shaper" to machine steel in a bath of liquid nitrogen, to
    keep the weld hydrogen immobile until ready to get it to reveal its
    location / distribution in the resulting sample).

    That experienced metallurgist had faltered to a stop with his jaw
    dropped coming into the machine shop, with cold steam pouring off the
    table of the shaper.
    Explaining I was machine steel in liquid nitrogen, he responded

    "I can see what it is that you are doing! What I cannot believe is
    that someone would actually *do it*!!!"
    (I wish I could convey the intonation)
    He knew what I was researching, and had lent me the "Welding steels
    without hydrogen cracking" publication. So seeing the shaper with
    cold steam pouring everywhere, he could see in a glance exactly what
    leap of logic I had made in trying to get in at the issue.

    I think I was most useful when I brought my wide but not that deep multi-disciplinary knowledge to a researcher whose education had
    concentrated in one field.

    Yes.
    A team comprising only one type of person has no significance.

    --------------------------

    Love it!!

    I had the less spectacular equipment to operate electronics in liquid
    nitrogen.

    Chemists and physicists are encouraged but not required to learn hands-on experimental technique. In industry they may have to be a team of one.

    I've seen evidence that mechanical engineers gravitate toward racing and electrical engineers toward amateur radio if they are inclined to build
    things. Otherwise the EEs I worked for depended heavily on techs to create
    what they wanted and fix their personal devices, and to clean up after they
    did try to do something themselves.

    At Segway the mechanical engineers all knew how to operate the CNC machine tools, usually crowding me onto the manual ones. Doing weird things was formalized into Frog Days. https://news.yale.edu/2008/12/05/students-learn-how-kiss-frogs-and-take-risks-morrell-s-class

    As brilliant and well educated as he is, John didn't know how to fabricate
    and join sheet metal until I showed him press-in PEM nuts.

    --- SoupGate-Win32 v1.05
    * Origin: fsxNet Usenet Gateway (21:1/5)
  • From Richard Smith@21:1/5 to All on Tue Mar 29 21:07:16 2022
    ...
    As brilliant and well educated as he is, John didn't know how to
    fabricate and join sheet metal until I showed him press-in PEM nuts.

    I did this and kept my job
    "Tensile-test rig for beam-configuration fillet-weld samples"
    Movie of - 10 seconds - shared on "Dropbox" https://www.dropbox.com/s/ua4ke9y4w3bcp6d/210122_fwtr.mp4?dl=0
    Sound is like firing a NATO 7.62 round inside the building.
    I think they politely pretended they didn't know because they had a
    feeling I could be a useful "card up their sleeve" if the customer was disputing their weld quality and properties.


    In a "fabrication skill practice" exercise with ulterior motives, http://www.weldsmith.co.uk/tech/struct/201113_u_rhs/pics_urhs_test/201118_085226_ut.jpg
    [http://www.weldsmith.co.uk/tech/struct/201113_u_rhs/201120_U_RHS_make_analyse_test.html
    "U-weldment in R.H.S. - fabricate, analyse, test"]
    the hydraulic cylinder blew its seal... You can see the oil leak.
    No-one "grassed me up", but I was definitely persona-non-grata.
    I snuck around the hydraulics shop and paid for a new seal
    out of my pocket. Wasn't that much, though. Restored to persona grata. Especially as had learned how to dismantle cylinders and renovate them
    :-)
    That ulterior motive was:
    Finite Element Analysis <=?=> real world structural performance
    Answer; they matched more exactly...

    --- SoupGate-Win32 v1.05
    * Origin: fsxNet Usenet Gateway (21:1/5)
  • From Jim Wilkins@21:1/5 to All on Tue Mar 29 17:32:09 2022
    "Richard Smith" wrote in message news:[email protected]...

    I did this and kept my job
    "Tensile-test rig for beam-configuration fillet-weld samples"
    Movie of - 10 seconds - shared on "Dropbox" https://www.dropbox.com/s/ua4ke9y4w3bcp6d/210122_fwtr.mp4?dl=0
    Sound is like firing a NATO 7.62 round inside the building.
    I think they politely pretended they didn't know because they had a
    feeling I could be a useful "card up their sleeve" if the customer was disputing their weld quality and properties.

    --------------------

    Wow, dramatic, and your test rig works very well.

    Is that sudden brittle fracture typical of welds in tension? I thought it
    was better to have a joint plastically deform somewhat and distribute any localized stresses before fracturing.

    --- SoupGate-Win32 v1.05
    * Origin: fsxNet Usenet Gateway (21:1/5)
  • From Richard Smith@21:1/5 to Jim Wilkins on Wed Mar 30 04:30:02 2022
    "Jim Wilkins" <[email protected]> writes:

    "Richard Smith" wrote in message news:[email protected]... >>
    I did this and kept my job
    "Tensile-test rig for beam-configuration fillet-weld samples"
    Movie of - 10 seconds - shared on "Dropbox"
    https://www.dropbox.com/s/ua4ke9y4w3bcp6d/210122_fwtr.mp4?dl=0
    Sound is like firing a NATO 7.62 round inside the building.
    I think they politely pretended they didn't know because they had a
    feeling I could be a useful "card up their sleeve" if the customer was
    disputing their weld quality and properties.

    --------------------

    Wow, dramatic, and your test rig works very well.

    Is that sudden brittle fracture typical of welds in tension? I thought
    it was better to have a joint plastically deform somewhat and
    distribute any localized stresses before fracturing.

    It is sudden fracture with no warning.
    Reason had to make the rig - sudden elastic energy release at full
    load. Unfair to do to a shop press.
    But brittle - not really. The fracture surface looks like "microvoid coalescence". The fracture looks to be a shear in line with the
    applied stress, so sudden fracture but ductile fracture mode??

    I can see where you are going with your question about the overall
    joint, but the good solution has a different logic.
    You are thinking that virtue is in the joint be able to and actually plastically deforming.
    The good solution is totally different.
    Given the strength you see is way higher than expected. There is no
    sign of the yield stress manifesting - neither the plate steel nor the
    weld metal has its yield stress show. This makes no literal sense,
    but - the sudden fracture is at stress about the same as the rated "Ultimate Tensile Strength". You see around 560MPa with S355 steel (355MPa
    yield) welded with G3Si1 (ER70S-6) GMAW welding wire. Why I can't see
    how this makes sense that the strength you see matches the UTS is that
    the UTS is obtained in uniaxial tensile test of a long cylindrical
    sample and there is plastic necking - with UTS being breaking-force/*original*-area. The break area is much smaller than
    the original cross section in relation to which the yield stress
    manifests.
    *** If anyone can explain this about seeing break stress same as
    uniaxial-test UTS please offer that explanation ***

    Anyway, long digression into mechanistic detail.
    Seeing a very high stress at the joint before anything happens, it
    follows that you can protect the joint(s) by ensuring that the
    sections you are joining would have general yielded at a lower stress
    than would break the joints :-)

    So for many structures you check that distributed general beam bending
    - the tabulated or easy-to-calculate "Euler-Bernoulli" plastic yield
    load - is less by a satisfactory margin than the sudden break
    strength of the fillet welds.

    As I said - I think if you do that you fully protect the joints with
    their high strength but sudden breaking behaviour.
    *** comment requested on this too - if you know the answer please
    share ! ***

    --- SoupGate-Win32 v1.05
    * Origin: fsxNet Usenet Gateway (21:1/5)
  • From Richard Smith@21:1/5 to Richard Smith on Wed Mar 30 11:38:09 2022
    Richard Smith <[email protected]> writes:

    "Jim Wilkins" <[email protected]> writes:

    "Richard Smith" wrote in message news:[email protected]...

    I did this and kept my job
    "Tensile-test rig for beam-configuration fillet-weld samples"
    Movie of - 10 seconds - shared on "Dropbox"
    https://www.dropbox.com/s/ua4ke9y4w3bcp6d/210122_fwtr.mp4?dl=0
    Sound is like firing a NATO 7.62 round inside the building.
    I think they politely pretended they didn't know because they had a
    feeling I could be a useful "card up their sleeve" if the customer was
    disputing their weld quality and properties.

    --------------------

    Wow, dramatic, and your test rig works very well.

    Is that sudden brittle fracture typical of welds in tension? I thought
    it was better to have a joint plastically deform somewhat and
    distribute any localized stresses before fracturing.

    It is sudden fracture with no warning.
    Reason had to make the rig - sudden elastic energy release at full
    load. Unfair to do to a shop press.
    But brittle - not really. The fracture surface looks like "microvoid coalescence". The fracture looks to be a shear in line with the
    applied stress, so sudden fracture but ductile fracture mode??

    I can see where you are going with your question about the overall
    joint, but the good solution has a different logic.
    You are thinking that virtue is in the joint be able to and actually plastically deforming.
    The good solution is totally different.
    Given the strength you see is way higher than expected. There is no
    sign of the yield stress manifesting - neither the plate steel nor the
    weld metal has its yield stress show. This makes no literal sense,
    but - the sudden fracture is at stress about the same as the rated "Ultimate Tensile Strength". You see around 560MPa with S355 steel (355MPa
    yield) welded with G3Si1 (ER70S-6) GMAW welding wire. Why I can't see
    how this makes sense that the strength you see matches the UTS is that
    the UTS is obtained in uniaxial tensile test of a long cylindrical
    sample and there is plastic necking - with UTS being breaking-force/*original*-area. The break area is much smaller than
    the original cross section in relation to which the yield stress
    manifests.
    *** If anyone can explain this about seeing break stress same as uniaxial-test UTS please offer that explanation ***

    Anyway, long digression into mechanistic detail.
    Seeing a very high stress at the joint before anything happens, it
    follows that you can protect the joint(s) by ensuring that the
    sections you are joining would have general yielded at a lower stress
    than would break the joints :-)

    So for many structures you check that distributed general beam bending
    - the tabulated or easy-to-calculate "Euler-Bernoulli" plastic yield
    load - is less by a satisfactory margin than the sudden break
    strength of the fillet welds.

    As I said - I think if you do that you fully protect the joints with
    their high strength but sudden breaking behaviour.
    *** comment requested on this too - if you know the answer please
    share ! ***

    There's two things I see that I didn't explain well

    *
    "microvoid coalescence" is the classic fracture mode of a *ductile*
    material in overload.

    *
    as the fillet weld strength is very high, it is easy to ensure the
    fillet welded joint is significantly stronger than the sections it is
    joining.

    Iterating again, using more fancy terms : given fillet welds break by
    sudden fracture at a very high stress - and you want to avoid any
    sudden fracture - it is easy to arrive at a safe structure by ensuring
    that the structural loadings which make the sections (I-beams,
    Rectangular Hollow Sections, etc.) bend by plastic yielding are
    significantly lower than the structural loadings which if passed to
    the fillet weld joints would make then break.
    The reason this is easy to ensure by design is that the fillet weld
    strength you see is so high in relation to the yield stress behaviour
    of the sections being joined. So the strength of the fillet welds
    easily well-overmatches the section's plastic deformation limited
    load-bearing capacity.
    Yet another round of explaining - what you'd see with such a "safe
    structure" on increasing load beyond anything sustainable is that the
    long sections begin to bend while the welded joints seem unchanged and
    not involved.

    --- SoupGate-Win32 v1.05
    * Origin: fsxNet Usenet Gateway (21:1/5)
  • From Jim Wilkins@21:1/5 to Jim Wilkins on Wed Mar 30 08:04:14 2022
    "Richard Smith" wrote in message news:[email protected]...

    "Jim Wilkins" <[email protected]> writes:
    ..............
    It is sudden fracture with no warning.
    Reason had to make the rig - sudden elastic energy release at full
    load. Unfair to do to a shop press.
    But brittle - not really. The fracture surface looks like "microvoid coalescence". The fracture looks to be a shear in line with the
    applied stress, so sudden fracture but ductile fracture mode??

    I can see where you are going with your question about the overall
    joint, but the good solution has a different logic.
    You are thinking that virtue is in the joint be able to and actually plastically deforming.
    The good solution is totally different.
    Given the strength you see is way higher than expected. There is no
    sign of the yield stress manifesting - neither the plate steel nor the
    weld metal has its yield stress show. This makes no literal sense,
    but - the sudden fracture is at stress about the same as the rated "Ultimate Tensile Strength". You see around 560MPa with S355 steel (355MPa
    yield) welded with G3Si1 (ER70S-6) GMAW welding wire. Why I can't see
    how this makes sense that the strength you see matches the UTS is that
    the UTS is obtained in uniaxial tensile test of a long cylindrical
    sample and there is plastic necking - with UTS being breaking-force/*original*-area. The break area is much smaller than
    the original cross section in relation to which the yield stress
    manifests.
    *** If anyone can explain this about seeing break stress same as
    uniaxial-test UTS please offer that explanation ***

    Anyway, long digression into mechanistic detail.
    Seeing a very high stress at the joint before anything happens, it
    follows that you can protect the joint(s) by ensuring that the
    sections you are joining would have general yielded at a lower stress
    than would break the joints :-)

    -----------------------

    That 16' portable overhead gantry track I built last spring was designed so
    the center splice would be somewhat stronger than the 4" channel iron, by having a higher moment of inertia. As expected the first sign of overload
    was the channels twisting, and I added bolts and spacers connecting their
    webs until the deflection was satisfactory. It held the 2100 pound log
    without the central support legs but as a precaution I left them in and
    walked them over the grounded log to move it from the storage to the sawmill side.

    The splice bolts were fitted with only a few thousandths of clearance,
    0.370" shanks in nominally 0.375" holes, and some went in with finger
    pressure while others needed help. I turned tapers on the ends of some to
    aid assembly. That was a tedious task fit for a retiree not working on the clock. When I took it apart the bolt fit hadn't changed much and there were
    no indications of overload.

    The project met its design goal of lifting 2000 Lbs and moving it 16', using components I could carry through the woods to a log or rock and erect on
    site by myself. 2000# is the rating of the trolley, I think the track could hold 3000 with the center supported. I moved the load with a long rope in
    case I was wrong.

    When I was in school I had a part time factory job at which I operated a
    Tinius Olsen tensile strength tester.

    I suppose the difference between a UTS test and your rig is that the tester doesn't have much stored energy so plastic deformation reduces the stress, while on yours it remains high. Yours represents actual service better.

    --- SoupGate-Win32 v1.05
    * Origin: fsxNet Usenet Gateway (21:1/5)
  • From Jim Wilkins@21:1/5 to All on Wed Mar 30 08:49:59 2022
    "Richard Smith" wrote in message news:[email protected]...


    There's two things I see that I didn't explain well

    *
    "microvoid coalescence" is the classic fracture mode of a *ductile*
    material in overload.

    *
    as the fillet weld strength is very high, it is easy to ensure the
    fillet welded joint is significantly stronger than the sections it is
    joining.

    Iterating again, using more fancy terms : given fillet welds break by
    sudden fracture at a very high stress - and you want to avoid any
    sudden fracture - it is easy to arrive at a safe structure by ensuring
    that the structural loadings which make the sections (I-beams,
    Rectangular Hollow Sections, etc.) bend by plastic yielding are
    significantly lower than the structural loadings which if passed to
    the fillet weld joints would make then break.
    The reason this is easy to ensure by design is that the fillet weld
    strength you see is so high in relation to the yield stress behaviour
    of the sections being joined. So the strength of the fillet welds
    easily well-overmatches the section's plastic deformation limited
    load-bearing capacity.
    Yet another round of explaining - what you'd see with such a "safe
    structure" on increasing load beyond anything sustainable is that the
    long sections begin to bend while the welded joints seem unchanged and
    not involved.

    _________________

    I take that to mean that the sections would have permanently deformed and
    would be in the region between yield and UTS, gaining strength by work-hardening when the weld snaps.

    I had to straighten some of my used 4" x 8' channel iron. One piece with slightly smaller dimensions than the rest didn't change at the deflection calculated for A36 steel and may have been A50. I had to bow it by over a
    foot to straighten it. While it was loaded I didn't get close enough to take measurements.

    --- SoupGate-Win32 v1.05
    * Origin: fsxNet Usenet Gateway (21:1/5)
  • From Richard Smith@21:1/5 to All on Thu Mar 31 08:09:32 2022
    ... Yours represents actual service better.

    :-)

    --- SoupGate-Win32 v1.05
    * Origin: fsxNet Usenet Gateway (21:1/5)
  • From Richard Smith@21:1/5 to All on Thu Mar 31 08:22:18 2022
    ... One piece with slightly smaller dimensions than the rest didn't
    change at the deflection calculated for A36 steel and may have been
    A50. I had to bow it by over a foot to straighten it. While it was
    loaded I didn't get close enough to take measurements.

    Some technologists for a steelworks explained about this to me. With
    very accurate control of the steelmaking process, they only just meet
    the specification yield stress. Resulting in steel which is lovely to
    work with in the workshop. Punches, shears, drills, presumably
    press-brakes, etc. perfectly.

    Cheaper steels drawn in when steel price is high often seem to have a
    hardness and yield above the specified minimum.
    The punch bangs, etc.

    Might seem paradoxical, but you can't use the steel above the design
    loads relating to its nominal yield stress, so every advantage is
    gained in the workshop and no advantage is lost in service with just
    meeting specified yield.
    I know from beam bending tests on good quality Structural Hollow
    Section that the actual yield stress of eg. an S355 (50 grade) steel
    is such a tiny bit above that nominal 355MPa.

    For a good quality steel with a higher strength - you'd get it with
    good means which cost a bit more than a lower yield steel, like having
    more manganese while keeping carbon content low, so you still just
    meet specification yield and you still have a steel which is love to
    work with in the workshop.

    As I understand it.

    --- SoupGate-Win32 v1.05
    * Origin: fsxNet Usenet Gateway (21:1/5)
  • From Jim Wilkins@21:1/5 to Richard Smith on Thu Mar 31 07:59:01 2022
    "Richard Smith" wrote in message news:[email protected]...


    ... One piece with slightly smaller dimensions than the rest didn't
    change at the deflection calculated for A36 steel and may have been
    A50. I had to bow it by over a foot to straighten it. While it was
    loaded I didn't get close enough to take measurements.

    Some technologists for a steelworks explained about this to me. With
    very accurate control of the steelmaking process, they only just meet
    the specification yield stress. Resulting in steel which is lovely to
    work with in the workshop. Punches, shears, drills, presumably
    press-brakes, etc. perfectly.

    Cheaper steels drawn in when steel price is high often seem to have a
    hardness and yield above the specified minimum.
    The punch bangs, etc. ...

    -------------------

    There is an old process to salvage steel that has inadvertently become difficult to machine cleanly from random heating called "water anneal". The steel is heated red, allowed to air-cool until the glow disappears, then quenched in water. I've used it to soften flame and plasma cut edges that dulled a bandsaw blade. It seems to improve the machining of steel that
    tears out in chunks instead of shearing smoothly, such as hardware store
    cold rolled rod and bar.

    In the blacksmithing class I learned that hardened steel can be annealed
    with good control in a toaster oven by leaving it in for an hour or so. It
    may not reach the oxide color of a brief temper. The smith tempers his
    custom knives in a similar industrial oven. They would be difficult to heat evenly otherwise.

    My interest, which I haven't fully succeeded at yet, is a knife with a
    durable edge and fileable wood saw teeth on the back. I converted a recip
    saw blade from rip to crosscut teeth, made a handle and ground a knife edge
    on the back, but it doesn't hold the knife edge for long. It does cut wood quickly and I've also used it on aluminum, to help the tech repair a CAD
    design computer when the new power supply wouldn't fit the space from the
    old one. He was amused by the mountain-man aspect of fixing high tech with a handmade knife.

    I haven't tried this yet, it seems like something that should be learned
    from a master rather than by trial and error. Maybe I should take the
    smith's knife making class. http://islandblacksmith.ca/process/yaki-ire-clay-tempering/

    As a kid I practiced building a wattle shelter in the woods using a knife,
    ball of string and plastic drop cloth. It was immediately obvious that a pruning saw would be the better tool to cut withes.

    --- SoupGate-Win32 v1.05
    * Origin: fsxNet Usenet Gateway (21:1/5)