Newsgroup sci.engr.mech 26921

Directory

Subject: Re: Is Mechanics of Materials misleading ? -- From: Ben Sauvin
Subject: Re: Your Most Often Used References -- From: Ben Sauvin
Subject: Air Compressor Sizing -- From: David Richards
Subject: Re: Drill DoctorŽ test -- From: anderson
Subject: Re: Combustion efficiency based on ambient temperatures? -- From: tomlinsc@ix.netcom.com (Chuck Tomlinson)
Subject: Re: Combustion efficiency based on ambient temperatures? -- From: tomlinsc@ix.netcom.com (Chuck Tomlinson)
Subject: FEA libraries? -- From: vbv@giskard.cwru.edu ("Virgilio 'Dean' B. Velasco Jr.")
Subject: Stress due to Axial Load Exerted by Ropes in Winders -- From: Chris Meimaris
Subject: Re: Question: How to get starting ME job -- From: enrique.juaristi@crpht.lu (Enrique Juaristi)
Subject: Re: engineering schools -- From: edmoore@vcd.hp.com (Ed Moore)
Subject: Wall Venable a Faggot -- From: Jphn Seeberger
Subject: Supplier of 0.8 UNM Taps ? -- From: M.A.Midgley@leeds.ac.uk (M.A.Midgley)
Subject: BGA Packages and CTE Mismatch -- From: 97093@msgate.emis.hac.com
Subject: Dynamic engine testing -- From: Paul McEntee
Subject: Re: Req: Coefficient of Restitution?????? -- From: Vadim Z Gandelsman
Subject: Re: Young's Modulus vs. Temperature -- From: "Fred Hendrix"
Subject: Re: Question: How to get starting ME job -- From: "John E Youngk"
Subject: Re: Question: How to get starting ME job -- From: "John E Youngk"
Subject: Re: Air Compressors -- From: rtotman@oanet.com (r)
Subject: Drastic Plastic Fantastic Opportunity -- From: Phillip Culver
Subject: CFP: Robotics & Manufacturing -- From: warwodad@cuug.ab.ca (Dennis Warwodad)
Subject: Re: Comma versus decimal point -- From: Mike
Subject: Re: mechanical design solid modeling -- From: Marty Haas
Subject: Modified Griggs-type apparatus -- From: aad3@Lehigh.EDU
Subject: Classic Corrosion Failures - Contributions Accepted -- From: "Dr. R.D. Kane"
Subject: Engineering Assistance -- From: ljkamm@aol.com (LJKamm)
Subject: Engineering assistance -- From: ljkamm@aol.com (LJKamm)
Subject: Which group for plastics/extrusion ... -- From: stefmit@ix.netcom.com (Stefan Mititelu)
Subject: PIVCO Joins National Station Car Association -- From: stncar@ix.netcom.com(Marty Bernard)
Subject: Solid Works CAD/CAM -- From: AEP Inc
Subject: Cheap Solid Modeling -- From: bailey5203@aol.com (Bailey5203)
Subject: Re: Algor Houdini experiences??? -- From: bailey5203@aol.com (Bailey5203)
Subject: Re: FEA - inexpensive software packages? -- From: bailey5203@aol.com (Bailey5203)
Subject: Re: nd source: industrial locks -- From: a0014246@unicorn.it.wsu.edu (mark fuller)
Subject: Re: Mechanical Shock Help -- From: folsomman@aol.com (FolsomMan)
Subject: Impact forces -- From: Matt Ridge
Subject: Re: Stress due to Axial Load Exerted by Ropes in Winders -- From: hobdbcgv@aol.com (Hobdbcgv)
Subject: Re: Mechanical Shock Help -- From: hobdbcgv@aol.com (Hobdbcgv)
Subject: Re: engineering schools -- From: handreas@msmail4.hac.com (Andreas, Harry A)
Subject: Re: Is Mechanics of Mat-not nice! -- From: hobdbcgv@aol.com (Hobdbcgv)

Articles

Subject: Re: Is Mechanics of Materials misleading ?
From: Ben Sauvin
Date: Wed, 2 Oct 1996 01:40:11 GMT
George H. Thiel wrote:
> 
> In article <01bbad19$a48b4980$279615a5@Singnet.singnet.com.sg>, "DR. JOHN CHEUNG"  writes:
> |>      I am having heated debate with a colleague in my university's mechanical
> |> engineering department.  In planning a new Elective subject relating to
> |> advanced aspects of buckling, plastic collapse, as well as plates, shells,
> |> etc. I give the subject the established name of Advanced Mechanics of
> |> Materials.
> |>      He strongly object to this title.  It should be called something like
> |> mechanics of structures, or structural mechanics.  Struts, beams, plates,
> |> shells are structures, he said.  Mechanics of materials is to do with
> |> elasticity, plasticity, fracture, creep, etc.  They concern study of the
> |> mechanics of solid materials.
> |>      No, struts and beams are load bearing component, I said.  They may be
> |> structural components, but may also be machine components subjected to
> |> loads.  And structural elements are components of structures and are not
> |> structures, like gears and bearings are components of machinery and are not
> |> machinery.  The name mechanics of materials may be misleading in terms of
> |> language use, but it is the acceptable term for such study of beams and
> |> struts in the English speaking mechanical engineering community.
> |>      The arguement is still going on, as my colleague does not give up easily.
> |> And I am exasperated.
> |>
> 
> Why not call the course "Advanced Mechanics of Materials and Structures" ?  You will probably
> include elements from both "subjects"
> 
> Finally a qusetion on this forum I could answer :)
> 
> George
> (thiel@vnet.ibm.com)
  The problem I'd have with "Mechanics of Materials" is that I'd have 
presumed that it'd be a course in devising designer materials at the 
atomic or molecular level - unique metal alloys or copolymers to Your 
Specifications While You Wait!
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Subject: Re: Your Most Often Used References
From: Ben Sauvin
Date: Wed, 2 Oct 1996 01:55:49 GMT
Jim Papadopoulos wrote:
> 
> Steve Offiler  writes:
> 
> >
> >
> >>An impromptu survey for the masses:
> >
> >>What are your favorite references?
> >
> 
> McMaster-Carr catalog
  Agree with McMaster-Carr catalog, although this is my true background showing.
  I'm currently employed as a "mechanical designer", and was for a time officially a "systems engineer", 
which is really a fancy way of saying that I came to understand manufacturing, manufacturing processes, 
machine design and fabrication quite literally from the ground up and without benefit of formal schooling 
while suffering from an addiction to programming languages while not punched in.
  As such, I'm often galled at how REAL enigneers re-invent wheels, gears, clamps and suchlike, spending days 
or even weeks drawing and detailing something that will be VERY expensive and with absolutely monstrous lead 
times when a single afternoon spent just thumbing through a McMaster-Carr catalog or something similar, EVEN 
IF it's just to shop for an IDEA, can often result in something being built not by the end of the quarter, or 
the end of the month, but by the end of TOMORROW and costing something not much more than a couple of days' 
lunch money.
  Taking an "off the shelf" approach to mechanical design can do WONDERS for keeping the beancounters off our 
backs about projects deadlines.
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Subject: Air Compressor Sizing
From: David Richards
Date: 2 Oct 1996 04:11:41 GMT
This is a multi-part message in MIME format.
---------------------------------467959003684
Content-Transfer-Encoding: 7bit
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I saw your posting on sci.engr.mech on air compressors. I work at a natural gas 
tranmission company that might have a similar air load as you. (Just so you know, I 
have no interest in any manufacturers.) Couple of questions for you:
1. What is the pressure you are operating at?
2. What kinds of steady and reduced flow rates are you talking about? How long does 
each flow rate occur for?
3. What are your ambient conditions?
If these are in the following ranges:
1. about 1035 kPag
2. 40% to 100% of rated flow. Rated flows depends on the size of the air 
compressor.
3. 85 to 101 kPaa and -30 to 30C
then you might consider a screw-type air compressor. We use 2 or more screw air 
compressors in parallel (with a lead/lag panel controlling them to equalize unit 
hours) to provide a wider range of flow. I can give you a schematic if you want. 
Using standard controls, they will operate on their own starting and stopping using 
the setpoints on the lead/lag panel. To ensure that dry air is provided, we put a 
dehydrator (dessicant bed) sized for a maximum dewpoint of -40C (mostly operates 
around -60C).
Some of the air compressor (a/c) manufacturers will have a butterfly valve which 
will throttle the a/c to run between 40% and 100% of full load to allow the starter 
some resting time. (The butterfly valve works by artificially lowering the suction 
pressure to reduce the actual capacity of the air compressors' screw.)
E-mail me if you want more details.
Cheers!!
David Richards
djrichar@cadvision.com
Calgary, Alberta, CANADA
---------------------------------467959003684
Content-Transfer-Encoding: 7bit
Content-Type: TEXT/PLAIN
I am currently looking into replacing the two compressors houses at my company 
with one central site, complete with a new reticulation ring main distributing 
to the three separate factory areas. As a requirement for the majority of the 
processes is dry, oil free-air, I have considered centrifugal compressors. 
However they do not handle load fluctuations very well, being more suited to 
continuous flow operation. I am therefore considering (as one of my options) 
centrifugals to handle the base load, and screws to handle any increases in 
flow above this base load, due to their better unloading characteristics.
If anyone has any experience in this type of arrangement, or has any other 
suggestions, your comments would be greatly appreciated.
Regards
Mike Clapperton
---------------------------------467959003684--
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Subject: Re: Drill DoctorŽ test
From: anderson
Date: 2 Oct 1996 05:32:07 GMT
Tom, 
Thanks for your comments below.  I'm happy that our $129 & $169 
sharpeners compare favorably to our $1098 drill sharpeners.  (Believe 
me, its not any easy trick to make a drill sharpener that really 
works for under $200!)  All the Darex sharpeners fill different needs 
and budgets.
BTW, Did you notice our free wheel offer for your feedback/insights? 
Regards,
Curt Anderson
http://www.drilldr.com
http://www.darex.com
> Tom Metty  wrote: (Snip)
> >
> > About a month ago I had occasion to use both the Darex M4 and M5. I also
> > purchased a Drill Doctor 750sp and have been using it for about a week.
> > I don't have a lot of dull drills after using the professional models
> > but I do have a couple observations.
> > 
> > I find setting the drill in the collett to be easier on the DD than on
> > the M4/M5.  The M4/M5 collett took a while to get used to the push and
> > turn motion required in the setup port, and if you missed the mark, you
> > went around another turn.  Trust me, the DD is easier.
> >
> > I sharpened a 3/4" bit first to break in the wheel. The idea was to
> > smooth the wheel before I started sharpening smaller bits.  The ground
> > finish on the DD sharpened bits is not as smooth (yet) as on the M4/M5
> > but the real test is how they cut and how they last.  So far, it's a
> > keeper.
> (Glad to hear it.  Keep in touch.  We want to be sure our customers 
> are satisfied)
> 
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Subject: Re: Combustion efficiency based on ambient temperatures?
From: tomlinsc@ix.netcom.com (Chuck Tomlinson)
Date: 2 Oct 1996 06:01:45 GMT
On 1 Oct 1996 20:53:10 GMT, Matt Kennel wrote...
>
>P Barnes (pbarnes@iserv.net) wrote:
>
>: >Your higher fuel consumption in winter is not necessarily caused by lower 
>: >engine efficiency but by higher aerodynamic drag on the car. If the air is 
>: >say 30 degrees C colder in the winter it will be about 10% denser. This means
>: >10% higher drag that must be compensated by higher power output from
>: >the engine.
>
>Maaybe, but I doubt this is usually significant. 
I disagree.  IMHO, 10% is pretty significant, especially at highway cruise.
>: Ok so if the air is denser, then more O2 in the intake, so engine is
>: slightly more efficient.  I don't know by how much, but shouldn't this
>: offset  the "higher drag?"
>
>More oxygen means it will have more power but not necessarily be more
>efficient.
If anything the engine will be *less* efficient at low ambient temps because of 
smaller throttle openings (and higher throttling losses) to produce the same 
power.
>: One factor in lower fuel mileage in winter is the fact that the engine
>: is run richer during warm up.  Especially if short trip driving occurs
>: often.
Agreed.
>And that with a colder engine block temperature, you lose more energy from
>the fuel combustion to heating up the cylinder walls (heat which is lost)
>instead of causing a higher in-cylinder gas pressure which turns into
>mechanical work. 
But the cylinder walls are at the same temp regardless of the ambient temp 
(remember the thermostat?).  Unless the thermostat is *completely* closed 
(ultra-low ambient temps), the coolant temp will be independent of ambient temp.
>In reality, cold weather is often bad weather, and there are more traffic
>jams, and there is less traction on the ground thanks to snow and ice.
Perhaps, but I've observed increased fuel consumption in winter, even over long 
distances at steady speeds.  My car has a pretty accurate instant/average fuel 
economy digital readout, so I'm not really guessing here.
-- 
     __
 ___|  |____ Chuck Tomlinson 
/___LT-1___/ Mouse Power!
    |__|    '94 Vette Z07/ZF6, '89 Mustang LX5.0L/T5
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Subject: Re: Combustion efficiency based on ambient temperatures?
From: tomlinsc@ix.netcom.com (Chuck Tomlinson)
Date: 2 Oct 1996 06:01:45 GMT
On 1 Oct 1996 20:53:10 GMT, Matt Kennel wrote...
>
>P Barnes (pbarnes@iserv.net) wrote:
>
>: >Your higher fuel consumption in winter is not necessarily caused by lower 
>: >engine efficiency but by higher aerodynamic drag on the car. If the air is 
>: >say 30 degrees C colder in the winter it will be about 10% denser. This means
>: >10% higher drag that must be compensated by higher power output from
>: >the engine.
>
>Maaybe, but I doubt this is usually significant. 
I disagree.  IMHO, 10% is pretty significant, especially at highway cruise.
>: Ok so if the air is denser, then more O2 in the intake, so engine is
>: slightly more efficient.  I don't know by how much, but shouldn't this
>: offset  the "higher drag?"
>
>More oxygen means it will have more power but not necessarily be more
>efficient.
If anything the engine will be *less* efficient at low ambient temps because of 
smaller throttle openings (and higher throttling losses) to produce the same 
power.
>: One factor in lower fuel mileage in winter is the fact that the engine
>: is run richer during warm up.  Especially if short trip driving occurs
>: often.
Agreed.
>And that with a colder engine block temperature, you lose more energy from
>the fuel combustion to heating up the cylinder walls (heat which is lost)
>instead of causing a higher in-cylinder gas pressure which turns into
>mechanical work. 
But the cylinder walls are at the same temp regardless of the ambient temp 
(remember the thermostat?).  Unless the thermostat is *completely* closed 
(ultra-low ambient temps), the coolant temp will be independent of ambient temp.
>In reality, cold weather is often bad weather, and there are more traffic
>jams, and there is less traction on the ground thanks to snow and ice.
Perhaps, but I've observed increased fuel consumption in winter, even over long 
distances at steady speeds.  My car has a pretty accurate instant/average fuel 
economy digital readout, so I'm not really guessing here.
-- 
     __
 ___|  |____ Chuck Tomlinson 
/___LT-1___/ Mouse Power!
    |__|    '94 Vette Z07/ZF6, '89 Mustang LX5.0L/T5
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Subject: FEA libraries?
From: vbv@giskard.cwru.edu ("Virgilio 'Dean' B. Velasco Jr.")
Date: 2 Oct 1996 06:08:30 GMT
  Does anyone know of any C/C++ libaries for performing
  finite element analysis?  I could really use one.
-- 
Virgilio "Dean" Velasco Jr, Department of Electrical Eng'g and Applied Physics 
        graduate student slave, roboticist-in-training and Q wannabe
http://dora.eeap.cwru.edu/vbv/vbv.html |  Remember: Wise men still seek Christ.
"And I shall shed my light over dark evil, for darkness cannot stand the light."
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Subject: Stress due to Axial Load Exerted by Ropes in Winders
From: Chris Meimaris
Date: Wed, 02 Oct 1996 19:30:07 -0700
Hi, 
I am trying to model the axial stresses that are generated in the end plates of a winder drum due 
to the axial load exerted by the layers of rope on the drum. AS1418:1, the Aussie crane 
code, gives a formula for such an induced stress in Appendix I.  The code indicates that the 
bending stress, f, is given by f=6.K.P/T^3 where P is the rope tension, T is the flange thickness 
and K is a constant with the units of length. K is presented in graphical form in AS1418 and it 
is a function of the ratio of rope to drum diameters and also the number of layers of rope on the 
drum.  Unfortunately, the derivation of the formula is not given and the only reference to the 
derivation is in German. Given the large number of errors we have found in the Code, I am 
reluctant to use this formula witout some corroboration. Also it is not clear if the formulation 
assumes that the rope has been wound on under constant tension. Any comments?  If it helps, the 
winder drum is very short (length to diameter ratio = 0.5) it is heavily loaded and has 7 layers 
of rope (yuk!)
Regards
Chris Meimaris
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Subject: Re: Question: How to get starting ME job
From: enrique.juaristi@crpht.lu (Enrique Juaristi)
Date: Wed, 02 Oct 1996 15:21:56 +0100
In article <52sevk$iv8@bubba.NMSU.Edu>, hippy@acca.nmsu.edu (Hippy The
Original) wrote:
>         I have a question for all the Mechanical engineers out there that
> did not graduate with a spectacular gpa. How did you get into the ME
> field? I have been looking for a job since before I graduated in december
> 95 from New Mexico State University with a BS. All I seem to be getting is
> "we are looking for someone with more experience in ____". I specifically
> kept my class work from concentrating on one subject (ie. fluids, aero,
> heat transfer, ect). I am begining to think that I should have
> specialized. 
>         Another complaint (sorry this is turning into a bitch session) is
> most companies don't want anything to do with you if you don't have at
> least a 3.2/4.0 GPA. Which brings me back to the original question, How
> does one get a Mechanical Engineering job if you don't have a spectacular
> GPA? I would rather not be a high velocity food process engineer for
> McDonalds.
> Richard Murphy
>  -- 
> *************************************************************************
> *                       The Original Hippy on Acca                      *
> *                            Rich Murphy BSME                           *
> *               hippy@acca.nmsu.edu     hippy@corholio.NMSU.EDU         *
> *                               rmurphy@nmsu.edu                        *
> *                                                                       *
> *       The opinions expressed are mine, If I was employed they would   *
> *           STILL be mine. But if anyone would like to change the       *
> *              employment part I would gladly listen to them.           *
> *                                                                       *
> *************************************************************************
My good man, I've got exactly the same problem, except the fact that I
would enjoy a job as a highly qualified hamburger assembly engineer.Then I
could one day add tons of garlic onto those darn burgers and then eat
myself to death.
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Subject: Re: engineering schools
From: edmoore@vcd.hp.com (Ed Moore)
Date: 30 Sep 1996 16:49:52 GMT
hobdbcgb (hobdbcgb@usinternet.com) wrote:
: > There are basically 2 types of engineering schools: those that
: > teach engineering and those that actually teach applied mathmatics
: > masquerading as engineering.
:  So, have any feel for which schools within the institutes represent each
: area?
I have known more good engineers from Cal Poly San Luis Obispo than any
other school.  It teaches real engineering.  I did not attend there.
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Subject: Wall Venable a Faggot
From: Jphn Seeberger
Date: Wed, 2 Oct 1996 14:33:15 GMT
Wally Venable is a faggot
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Subject: Supplier of 0.8 UNM Taps ?
From: M.A.Midgley@leeds.ac.uk (M.A.Midgley)
Date: Wed, 2 Oct 1996 10:04:40 +0100 (BST)
Does anyone know of a supplier of
0.8 UNM Taps  in U.K. or U.S.A  please
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Subject: BGA Packages and CTE Mismatch
From: 97093@msgate.emis.hac.com
Date: Wed, 02 Oct 1996 10:02:28 -0700
I am searching for information on the use of ceramic BGA packages with low
CTE PWB materials (such as Thermount or Cu/Invar/Cu) in order to alleviate
BGA solder joint fatigue problems due to CTE mismatch.  Anyone aware of
testing or analytical data available on this subject?
Ken Teshiba
kteshiba@ccgate.hac.com
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Subject: Dynamic engine testing
From: Paul McEntee
Date: Wed, 02 Oct 1996 18:39:46 +0100
Im keen to here from anyone who is involved with dynamic engine testing
and measurement of engine parameters under dynamic conditions.
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Subject: Re: Req: Coefficient of Restitution??????
From: Vadim Z Gandelsman
Date: Wed, 2 Oct 1996 08:57:06 -0400
Excerpts from netnews.sci.engr.mech: 1-Oct-96 Req: Coefficient of
Restitu.. by Anders Fredriksson@grip. 
> I am doing Impact-experiments and having a though time finding
> the Coefficient of Restitution between a Steel Sphere and a 
> Thick Steel Plate.
> So I am wondering if anyone outthere has that information or know
> of a article where I can read about it.
I would recomend 
Contact Mechanics by K.L. Johnson, Cambrige University Press, 1992
this is good book to start, erlier edition can be helpfull as well.
Impact velocity are not very high you can look for insrumented impact test.
We have some expirience in this area. If you need future help, please feel
free to contact with me.
Vadim Gandelsman 
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Subject: Re: Young's Modulus vs. Temperature
From: "Fred Hendrix"
Date: 2 Oct 1996 13:49:51 GMT
American Society of Mechanical Engineers has compiled a good database for
determining modulus of elasticity as a function of temperature for various
materials.  You can find it in Section II, Part D. 
> >
> >Does anyone know relationships between Young's Modulus and Temperature
> >for typical "Engineering Materials" .....
> 
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Subject: Re: Question: How to get starting ME job
From: "John E Youngk"
Date: Wed, 2 Oct 1996 11:38:51 -0400
If you have ME talent and you're not lazy, You can employ yourself almost
immediately by becoming fluid w/AutoCAD and selling your drafting/design
services to local industry. Many of my ME friends are agressively looking
for Cad folks. It's a great avenue to prove your worth. Flexible hrs....
You can charge $25-35/hr depending on what equipment you have.
> hippy@acca.nmsu.edu (Hippy The Original) wrote in article
<52sevk$iv8@bubba.NMSU.Edu>...
> 	I have a question for all the Mechanical engineers out there that
> did not graduate with a spectacular gpa. How did you get into the ME
> field? I have been looking for a job since before I graduated in
december
> 95 from New Mexico State University with a BS. All I seem to be getting
is
> "we are looking for someone with more experience in ____". I
specifically
> kept my class work from concentrating on one subject (ie. fluids, aero,
> heat transfer, ect). I am begining to think that I should have
> specialized. 
> 	Another complaint (sorry this is turning into a bitch session) is
> most companies don't want anything to do with you if you don't have at
> least a 3.2/4.0 GPA. Which brings me back to the original question, How
> does one get a Mechanical Engineering job if you don't have a
spectacular
> GPA? I would rather not be a high velocity food process engineer for
> McDonalds.
> Richard Murphy
>  -- 
>
*************************************************************************
> *   		      	The Original Hippy on Acca                      *
> *			     Rich Murphy BSME				*
> *		hippy@acca.nmsu.edu	hippy@corholio.NMSU.EDU		*
> *				rmurphy@nmsu.edu			*
> *									*
> *	The opinions expressed are mine, If I was employed they would	*
> *	    STILL be mine. But if anyone would like to change the 	*
> *	       employment part I would gladly listen to them.		*
> *									*
>
*************************************************************************
> 
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Subject: Re: Question: How to get starting ME job
From: "John E Youngk"
Date: Wed, 2 Oct 1996 11:38:51 -0400
If you have ME talent and you're not lazy, You can employ yourself almost
immediately by becoming fluid w/AutoCAD and selling your drafting/design
services to local industry. Many of my ME friends are agressively looking
for Cad folks. It's a great avenue to prove your worth. Flexible hrs....
You can charge $25-35/hr depending on what equipment you have.
> hippy@acca.nmsu.edu (Hippy The Original) wrote in article
<52sevk$iv8@bubba.NMSU.Edu>...
> 	I have a question for all the Mechanical engineers out there that
> did not graduate with a spectacular gpa. How did you get into the ME
> field? I have been looking for a job since before I graduated in
december
> 95 from New Mexico State University with a BS. All I seem to be getting
is
> "we are looking for someone with more experience in ____". I
specifically
> kept my class work from concentrating on one subject (ie. fluids, aero,
> heat transfer, ect). I am begining to think that I should have
> specialized. 
> 	Another complaint (sorry this is turning into a bitch session) is
> most companies don't want anything to do with you if you don't have at
> least a 3.2/4.0 GPA. Which brings me back to the original question, How
> does one get a Mechanical Engineering job if you don't have a
spectacular
> GPA? I would rather not be a high velocity food process engineer for
> McDonalds.
> Richard Murphy
>  -- 
>
*************************************************************************
> *   		      	The Original Hippy on Acca                      *
> *			     Rich Murphy BSME				*
> *		hippy@acca.nmsu.edu	hippy@corholio.NMSU.EDU		*
> *				rmurphy@nmsu.edu			*
> *									*
> *	The opinions expressed are mine, If I was employed they would	*
> *	    STILL be mine. But if anyone would like to change the 	*
> *	       employment part I would gladly listen to them.		*
> *									*
>
*************************************************************************
> 
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Subject: Re: Air Compressors
From: rtotman@oanet.com (r)
Date: 1 Oct 1996 18:07:41 GMT
In article , Mike Clapperton  says:
>
>
>I am currently looking into replacing the two compressors houses at my company 
>with one central site, complete with a new reticulation ring main distributing 
>to the three separate factory areas. As a requirement for the majority of the 
>processes is dry, oil free-air, I have considered centrifugal compressors. 
>However they do not handle load fluctuations very well, being more suited to 
>continuous flow operation. I am therefore considering (as one of my options) 
>centrifugals to handle the base load, and screws to handle any increases in 
>flow above this base load, due to their better unloading characteristics.
>
>If anyone has any experience in this type of arrangement, or has any other 
>suggestions, your comments would be greatly appreciated.
>
>Regards
>
>
>Mike Clapperton
>
I don't know what you mean by a "reticulation" ring main and you don't say 
at what pressure the compressed air is required. If this is dry instrument 
air at 100 psig then you would have difficulty finding a better compressor 
than a Rootes-type rotary machine. They come with progressive unloading to 
handle a wide range of loads and the air is oil-free. Maintenance is 
greatly simplified over equivalent reciprocating compressors. A complete
rotary unit can be held in store and exchanged in a matter of hours.
If you are talking about large volumes of low pressure air, for which 
centrifugal compressors are best suited, then you are talking a whole 
different ball game. Sorry, can't help.
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Subject: Drastic Plastic Fantastic Opportunity
From: Phillip Culver
Date: Wed, 02 Oct 1996 13:41:11 -0700
If you read this newsgroup, then you are interested in plastics. I 
have a client in the San Francisco bay area who needs Mechanical 
Engineers versed in plastic manufacturing. You will be responsible for 
designing new products for a major manufacturer of lab science products. 
If you know something/anything/a lot about pipettes, have taken products 
from design through prototyping and into production, can document your 
work in lucid English, then this opportunity is worth exploring.
   Why should you reply? The client is American-owned, privately-held, 
and growing rapidly. The room for growth is  limited only by your talent 
and commitment. The salaries are among the highest, and the benefits are 
really great. Even if you love your current job, these positions are 
worth taking a look at. Really. You owe it to yourself.
Fax/send your resume to:
Robert Ehrlichman              Phillip Culver
Sterling-Truex                 Sterling-Truex
415-781-6607 (fax)             
bobe@sterling-truex.com        philc@sterling-truex.com
Return to Top
Subject: CFP: Robotics & Manufacturing
From: warwodad@cuug.ab.ca (Dennis Warwodad)
Date: 2 Oct 1996 15:42:54 -0600
CALL FOR PAPERS
Fifth IASTED International Conference
ROBOTICS AND MANUFACTURING
May 28-31, 1997
Cancun, Mexico
SPONSOR: The International Association of Science and Technology
for Development - IASTED
LOCATION: Cancun, Mexico
SCOPE: Topics to be covered include:
     * Adaptive Control
     * AI Techniques
     * Architectures
     * Autonomous Systems
     * Bionics/Biomechanics
     * Design Automation
     * Expert Systems
     * Flexible Manufacturing Systems
     * Fuzzy Control
     * Human/Machine Interface
     * Industrial Automation
     * Industrial Robots
     * Intelligent/Self-organizing Systems
     * Knowledge-Based Systems
     * Learning/Reasoning Systems
     * Manufacturing Systems
     * Mechatronics
     * Microrobotics
     * Mobile Robots
     * Modelling
     * Motion Planning
     * Multirobot Systems
     * Neural Networks
     * Process Control
     * Reliability/Safety/Stability
     * Robot Dynamics
     * Robot Control
     * Robot Kinematics
     * Robot Mechanisms
     * Robot Safety
     * Robust Control
     * Scheduling
     * Sensors
     * Sensor Data Fusion
     * Simulation
     * Space Robotics
     * Teleoperation
     * Virtual Reality
     * Applications - all areas
GENERAL CHAIR: T.C. Hsia, University of California, Davis, USA
PROGRAM CHAIR: Rene V. Mayorga, University of Waterloo, Canada
INTERNATIONAL PROGRAM COMMITTEE
S. Arimoto - University of Tokyo, Japan
M. Asada   - Osaka University, Japan
A. Avello - Univ. de Navarra, Spain
M.M. Bayoumi - Queen's University, Canada
Z. Bien - KAIST, Korea
G. Casalino - DIST-Universita di Genova, Italy
A. Casals - U. Politecnica de Catalunya, Spain
R. Colbaugh - New Mexico State Univ., USA
P. Dario - ARTS, Scuola Superiore S. Anna, Italy
C. de Silva - Univ. of British Columbia, Canada
A.P. del Pobil - Jaume-I University, Spain
A. Desrochers - Rensselaer Polytechnic Inst., USA
C. Doumanidis - Tufts University, USA
S. Elgazzar - National Research Council, Canada
T. Fukuda - University of Nagoya, Japan
A. Goldenberg - University of Toronto, Canada
W.A. Gruver - Simon Fraser University, Canada
J.M. Ibarra - CINVESTAV, Mexico
S. Kalaycioglu - Canadian Space Agency, Canada
V. Karri - University of Tasmania-Hobart, Australia
R. Kelly - CICESE, Mexico
O. Khatib - Stanford University, USA
P. Khosla - Carnegie Mellon University, USA
J.-H. Kim - KAIST, Korea
H. Koivo - Helsinki University of Technology, Finland
K. Kosuge - Tohoku University, Japan
S.H. Lee - JPL, USA
F. Lobo-Pereira - ISR-Porto, Portugal
R. Luo - North Carolina State University, USA
L. Luong - University of South Australia, Australia
A.A. Maciejewski - Purdue University, USA
H. Miura - University of Tokyo, Japan
Y. Nakamura - University of Tokyo, Japan
C.C. Nguyen - Catholic University of America, USA
D. Romero - UNAM, Mexico
A.C. Sanderson - Rensselaer Polytechnic Inst., USA
H. Seraji - JPL, USA
Y. Shirai - Osaka University, Korea
B. Siciliano - Universita di Napoli, Italy
J.J.E. Slotine - MIT, USA
K. Tanie - AIST-MITI, Japan
P.M. Taylor - University of Hull, U.K.
S. Tsuji - Wakayama University, Japan
M. Vidyasagar - CAIR, India
A.K.C. Wong - University of Waterloo, Canada
T. Yoshikawa - Kyoto University, Japan
J. Zurada - University of Louisville, USA
REGIONAL CHAIRS - Mexico
A. Pamanes - Tec. de la Laguna
F. Ramos - ITESM, Morelos Campus
REGIONAL PROGRAM COMMITTEE - Mexico
F. Betancourt - Tec. de la Laguna
J. Frausto - ITESM, Morelos Campus
J. Flores - Tec. de la Laguna
J.L. Gonzalez - ITESM, Monterrey Campus
A. Molina - ITESM, Monterrey Campus
J. Negrete - Univ. de Veracruz
V. Parra - CINVESTAV
L.A. Pineda - I.I.E., Cuernavaca
A. Ramirez - CINVESTAV
G. Rodriguez - I.I.E., Cuernavaca
M. Sanchez - ITESM, Monterrey Campus
V. Santibanez - Tec. de la Laguna
R. Soto - ITESM, Monterrey Campus
E. Sucar - ITESM, Morelos Campus 
SUBMISSION OF PAPERS
Three copies of the papers (maximum 12 double-spaced pages,
including figures, for regular papers; and maximum six double
spaced pages for short papers) should be received by the IASTED
Secretariat by November 25, 1996.  Please provide four keywords
to indicate the area of the paper.  Also, include a statement in
your cover letter confirming that if the paper is accepted, one
of the authors will attend the conference to present it.  Please
give the full name, affiliation, full address, telephone and fax
numbers, and email address if available.
Notification of acceptance and author kits will be mailed by
February 3, 1997.  The final manuscripts and registration payment
are due prior to March 15, 1997.  Registration fees not received
by that date may result in the paper being excluded from the
proceedings.  
IMPORTANT DATES
     Manuscripts Due               November 25, 1996
     Notification of Acceptance    February 3, 1997
     Final Manuscripts and Payment March 15, 1997
MANUSCRIPTS MUST BE SENT TO:
     IASTED Secretariat - RM'97
     #80, 4500 - 16 Ave. N.W.
     Calgary, AB
     Canada T3B 0M6
     Tel: 403-288-1195
     Fax: 403-247-6851
     Email: iasted@cadvision.com
     URL: http://www.cuug.ab.ca:8001/~warwodad/iasted.html
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Subject: Re: Comma versus decimal point
From: Mike
Date: Wed, 02 Oct 1996 13:55:55 -0700
Gerhild Kirchweger wrote:
> 
> Mike (Mike@rddane.com) wrote:
> :
> : In LANGUAGE writing, the comma is a pause in the flow of information.
> : The period is a hard stop.  This should be paralleled in the
> : writing of numbers as it is in the US. It simply makes more sense to 
>: keep the idea the similar.
> 
> And you really think you should hard-stop within a given number?
> I'd rather pause...
> 
> And leave the "." out entirely.
> 
> By the way, what's a lot more annoying is the way you (Americans) write
> dates. Why do you put moths first, days second and year last?
> 
> That's illogical as hell.
I don't know if Hell is logical or not but I agree with you that our date 
system is not. It is a charming relic from the days of old. (I eat my 
moths first then my butterflys)  Also, I couldn't agree more about using 
SI units for engineering and physics.  (I was exposed to both systems in 
school over 20 years ago and the choice to make is obvious.)
Yes.  The whole part and the fractional part of the number should be 
differentiated by the hard stop, ".", and the comma should be used for 
readability, as it is in language, by separating the groups of 10^3.  It 
only makes sense.  (THANK GOD that we agree on the 10^3 grouping, base 
10, and Arabic for that matter!  Imagine arguing over using Roman 
numerals.)
But, as for your comment about leaving out the "." entirely - HUH?
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Subject: Re: mechanical design solid modeling
From: Marty Haas
Date: Wed, 02 Oct 1996 17:03:09 -0500
Gabriel Vaquer wrote:
> 
> Ken Zagzebski wrote:
> >
> > In <323CBFA0.477A@monte.net> LONNIE FLICKINGER 
> > writes:
> > >
> > >what is the best mechanical solid modeling/drafting package
> > >available without spending a mint?
> > You might want to take a look at Solidworks for $4000.  That is what I
> > have recommended to my management.
> >
> > Ken Z.
> 
> That's exactly what I've been looking for. Thanks.
You may also want to give a look at Solid Edge from Intergraph.
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Subject: Modified Griggs-type apparatus
From: aad3@Lehigh.EDU
Date: 2 Oct 1996 13:37:45 -0400
I am looking for an institution in the East/Northeast area that would have
equipment to test for cataclastic flow behavior.
It is my understanding that a "modified Griggs-type" apparatus has been used
for such a purpose (as described in; Hirth and Tullis, J. of Geo. Res., vol94,
no.B12,p17825-38,1989.) Any other equipment suitable for this task is
acceptable provided the confining pressure may be adjusted during compression.
To discuss details, please call 1-610-758-6388, post response to this group or
email at "aad3@lehigh.edu".
Thanks,
Anthony DiGiovanni
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Subject: Classic Corrosion Failures - Contributions Accepted
From: "Dr. R.D. Kane"
Date: Wed, 02 Oct 1996 14:04:38 -0500
CLI has started an on-line gallery of classic corrosion failures located
at:
http://www.clihouston.com/failures.html
If you wish to submit a contribution to this internet archive, please
send the following:
1.  Photograph (approx. 4"x5") - acceptable e-file formats -  bmp, tif,
gif, jpeg. All files will be reduced to between 30 and 50 kb.  Please
zip all files sent.
2.  Title (3 to 5 words).
3.  Short description (25 to 50 words)
4.  Your name, organization and internet address for hot link
Send this information to Ms Delia Cuellar at: cli@clihouston.com. CLI
will select and post approximately five case studies per month.  As the
number failures increases, we will index them and should be able to
provide a key word search.
Regards,
Dr. R.D. Kane
-- 
CLI International, Inc.
The Materials & Corrosion Specialists
http://www.clihouston.com
CLI's New Specialty Equipment Division Offers
Equipment backed by service and experience.
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Subject: Engineering Assistance
From: ljkamm@aol.com (LJKamm)
Date: 2 Oct 1996 18:52:48 -0400
I provide inexpensive consulting, via e-mail or telephone, in
electro-mechanical and mechanical engineering. My regular practice is
major design projects but I find these quick problems stimulating and
enjoyable.
LJKamm@aol.com
http://members.aol.com/ljkamm/engphone.htm
http://members.aol.com/lkamm18392/consult
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Subject: Engineering assistance
From: ljkamm@aol.com (LJKamm)
Date: 2 Oct 1996 18:54:52 -0400
I provide inexpensive consulting, via e-mail or telephone, in
electro-mechanical and mechanical engineering. My regular practice is
major design projects but I find these quick problems stimulating and
enjoyable.
LJKamm@aol.com
http://members.aol.com/ljkamm/engphone.htm
http://members.aol.com/lkamm18392/consult
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Subject: Which group for plastics/extrusion ...
From: stefmit@ix.netcom.com (Stefan Mititelu)
Date: Wed, 02 Oct 96 15:00:39 GMT
What's the best place (newsgroup, website or e-mail list) to look for info on 
plastics, extrusion, non-Newtonian fluids calculation or anything related to 
these? 
TIA,
Stefan
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Subject: PIVCO Joins National Station Car Association
From: stncar@ix.netcom.com(Marty Bernard)
Date: 2 Oct 1996 21:09:41 GMT
PIVCO Joins National Station Car Association
October 2, 1996, Oakland, California, U.S.A
PIVCO, the Norwegian maker of CITI (labeled CityBee in the European
market) confirms its commitment to the US market for electric vehicles
and joins the National Station Car Association (NSCA).
The CITI represents a new concept of transportation in the urban areas,
combining energy efficiency, high level of safety, environmental
friendliness and low cost.
PIVCO has been active in the US for nearly two years, and has currently
40 electric vehicles delivered to the San Francisco Bay Area Station
Car Demonstration introduced by the Bay Area Rapid Transit District
(BART).
The station car concept calls for making small electric vehicles
available at transit stations for riders who can then use them to drive
to home, to work, to shop, and to run other errands during the day,
evening, or week
end.  Eventually the definition of station will be expanded to include
all points requiring regular high access, like hotels, parks and the
like.
Rolf Gulbransen, PIVCO's President said, "By joining the National
Station Car Association, we will be working hand in hand with the
innovative experts developing a market that we see as a very important
introductory marke
t for our electric car, the CITI. Members of the Association are as
committed to improving urban environments as we are. In October 45 of
our cars will be operating as station cars in the U.S. This is probably
the largest
 electric vehicle application in the world."
"As we build the team to implement station cars on a large scale, it is
important to include electric car makers. PIVCO has been very
supportive of the station car concept and we are pleased we will be
working even closer
 with them in the coming months," stated Victoria Nerenberg, President
of the Association and Manager of Technology Advances for BART.
"PIVCO is committed to producing a world class electric urban car that
will attract an international market for station cars, corporate fleets
and for personal applications," said Gulbrandsen.
Station car demonstrations are being developed for dozens of stations
and transit districts around the world.
The National Station Car Association is a national, non-profit
corporation with the purpose of guiding the development, testing, and
commercialization of the station car concept.
To learn more about PIVCO visit http://home.sol.no/pivco/.  To learn
more about the National Station Car Association visit 
http://www.stncar.com.
-- 
Martin J. Bernard III, Ph.D.
Executive Director
National Station Car Association
Oakland, California
******************************************************************
*       Station cars will become mobility systems including      *
*    battery-powered cars for access to mass transit stations.   *
* For information about the station car concept please visit the *
*        National Station Car Association's Info Pages at        *
*                     http://www.stncar.com                      *
*             If you want to learn about the French              *
*                concept of station cars, visit                  *
*              http://www-rocq.inria.fr/praxitele                *
************************Making EVs Current************************
Return to Top
Subject: Solid Works CAD/CAM
From: AEP Inc
Date: Wed, 02 Oct 1996 21:07:51 -0400
I'm looking for a competitive product to Pro-E at a much lower cost.
Solid Works was mentioned as being a close 2nd at around $4,000.
I want to draw 3-D and generate tool paths 3-Axis for complex shapes for 
our Vertical Mill. We are starting to build plastic injection molds.
We may also want to hire some freelance for CAD/CAM and CNC files
to get started.  We have more projects than time or manpower.
Any thoughts would be appreciated.
Thanks
-- 
Marshall Eakes
American Extruded Plastics Inc.
Greensboro, NC, USA
HTTP://WWW.AEPlastics.COM/AEP
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Subject: Cheap Solid Modeling
From: bailey5203@aol.com (Bailey5203)
Date: 2 Oct 1996 21:29:02 -0400
Does anyone have experience with packages under 10K?
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Subject: Re: Algor Houdini experiences???
From: bailey5203@aol.com (Bailey5203)
Date: 2 Oct 1996 21:37:57 -0400
If you have Houdini and don't use it, what are you using to do your
meshing? Why is this a better approach, and what do you _like/dislike_
about it?
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Subject: Re: FEA - inexpensive software packages?
From: bailey5203@aol.com (Bailey5203)
Date: 2 Oct 1996 22:26:46 -0400
Algor does the job. The approach is different, but effective.
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Subject: Re: nd source: industrial locks
From: a0014246@unicorn.it.wsu.edu (mark fuller)
Date: Thu, 3 Oct 1996 00:00:29 GMT
Try the Chicago Lock Company
	4311 W Belmont Ave
	Chicago IL
	708 747 1235
They make the locks that go into the Kryptonite bike locks.
Mark Fuller
TANSTAAFL
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Subject: Re: Mechanical Shock Help
From: folsomman@aol.com (FolsomMan)
Date: 2 Oct 1996 21:09:29 -0400
ggladden@aol.com (GGladden) wrote:
>Can someone please tell me a way to calculate the mechanical shock
>experienced by an electronics device weighing 50 pounds falling from a
>height of 15 feet?  What is the formula for doing such computations?  I
>work in areas of damage assessment.  Often electromechanical assemblies
>are rated for environmental parameters.  Sometimes shock (in G's) is such
>a parameter.  I am looking for a way to calculate shock in G's as in the
>example above.
G's are not a really apt way of describing what happens to a structure
subjected to impact loading.  The peak acceleration is very different for
different parts of most structures and it depends on the distribution of
masses and compliances between any point of interest and the impact area. 
Consider a pair of metal rods of equal density, stiffness and section
colliding endwise:  at any point in either rod, the acceleration is
essentially infinite and instantaneous and described by the equations for
a compressive elastic wave.  On one side of the wave front the material
has one velocity and on the other side it has another.
Mark Folsom, P.E.
Consulting Mechanical Engineer
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Subject: Impact forces
From: Matt Ridge
Date: Wed, 02 Oct 1996 21:02:59 -0400
I am in the process of desinging a shear for wire and was wondering how 
to account for momentum of the shear in my calculations.  It is obvious 
that if it takes a certain of force (according to direct shear eq.) to 
cut the wire, this can be amount reduced considerably if the shear is 
moving rapidly when it contact the wire.  I think it has to do with 
energy or something like that, but I am only guessing.
Any help would be appreciated.
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Subject: Re: Stress due to Axial Load Exerted by Ropes in Winders
From: hobdbcgv@aol.com (Hobdbcgv)
Date: 3 Oct 1996 00:17:28 -0400
    Hi, there.  Spent a couple months down there a few years back working
on rope drums and the like, in most of the Eastern cities. My last stop
was finishing off Centrepoint.   Nice place.  Miss the Chico rolls - 
still got 'em? 
   Anyway, there is a fairly relliable equation somewhere in my files, but
no promises on finding it soon.  I think I got it from Lebus out of Texas.
   If you have some idea about the required thickness, then double it and
add stiffeners. Really. And if you have more than one drum or rope, then
end plate deflection is the killer, not stress. This is especially true
with seven layers. I certainly would groove the bottom layer with about a
32nd clearance on nominal rope tolerance. 
    One theory says the load at the bottom rope is calculated as partially
additive, while another says it is totally additive on the bottom.  My
experience on light to moderatey loaded rope is that at seven layers, it's
almost geometric to the point of "sort-of-square" drums after winding and
rim cracking.  I think the stack effect coefficient is terribly dependent
on the rope diameter tolerance and drum width to the tune of few
thousandths making a difference in the stack coefficient. 
  Let alone the change in torque on a small drum and a big stack, and the
fleet angle compensation problems.  
   Good luck. 
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Subject: Re: Mechanical Shock Help
From: hobdbcgv@aol.com (Hobdbcgv)
Date: 3 Oct 1996 00:47:49 -0400
   MTS systems in Minneapolis had a pocket rule for such calculations.  I
don't know if they still do. 
   In background, shock and vibration and force describe the three main
areas of failure mechanism in material.  One is delivered at a frequency
higher than the natural frequency (static and dynamic force), one at or
near the naturaly frequency (vibration as force),  and the third at a rate
lower than the natural frequency (shock as energy density, loosely
referred to as "localized force" ) of the object/system. 
   I think your question is what happens when you drop it?   Having worked
in the shock and vibration area for a good many years, when faced with
that question for one kind of product/object, unless we are building a
test machine, we drop a few and fix what breaks.
  The reason is--
  1. You need to calculate the dynamic force of each component based on
its mass, how it is attached, and on the gross deceleration of the total
object, which is a function of how and where the item lands and what
deformation occurs to change the deceleration, which can be a large
variable.
 2. Once the static part of the problem is solved by determining the
deceleration dynamic of the masses in 1., then you need to find the shock
component by calculating energy transfer and energy dissipation in each
component along the chain of components, which means you need to know the
energy capaciity of each material to find if there it will be a fail from
this phenomenon.  Not many capacities are readily available, and so
further complex testing may be required.  
  3. Then you need to find the natural frequency of each item and compare
it to the 
initial impact and deceleration with its damping and compare frequencies
to find any sympathetic pairs or multiples, and sometimes harmonics.
  That esoteric work why we engineers who can figure it out just drop a
few items.
It's quicker.
 There were shakers that we used with Fourier analysis capabilty, but they
were weak in the shock area.  However, not a lot of shock failure occurs
unless you have a very, very rigid case.
  MTS used to test product.  I don't know if they still do.
PS:   When I built test machines for shock and vibration, I did calculate
the natural frequency of every nut, bolt, washer, beam, column, and
protrubence, and checked the shock capacity of most major items. 
   .  
  If you still want to calculate it all out because you have an unlimited
budget, let me know.   
Return to Top
Subject: Re: engineering schools
From: handreas@msmail4.hac.com (Andreas, Harry A)
Date: 2 Oct 1996 21:39:39 GMT
In article <52otng$lqc@news.vcd.hp.com>, edmoore@vcd.hp.com (Ed Moore) wrote:
>I have known more good engineers from Cal Poly San Luis Obispo than any
>other school.  It teaches real engineering.  I did not attend there.
I agree. That's one I forgot.
-- 
A professional is a person who can do his best at a time when he doesn't 
particularly feel like it. -Alistair Cooke
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Subject: Re: Is Mechanics of Mat-not nice!
From: hobdbcgv@aol.com (Hobdbcgv)
Date: 3 Oct 1996 01:28:49 -0400
  Do I detect a tone of pontification in Bill, who apparently does not
understand Aristotilean logic and Tony, considers the dozen educated
engineers and professors who assisted in this question as incapable of
cogent thought,  and considers creep not, and I quote his words,
"geometrically reactive to applied loads"?
   Am I mistaken here, or did not creep used to be the changing of
[geometric] dimensions in reaction to an applied load?  Tsk, Tsk.
  I would think a bit of respect would better serve Virginia Tech than
ridicule of a colleague.  You see, if you were a PE in this state and you
ridicule a colleague, we are to bring you before the board on charges of
ethics violation, and if we do not, we can be brought up on charges of
ignoring a violation. It's written into our state law. You do not appear
to be a PE as it was not listed.  So we can forgive you your
unprofessional gaffe.
yours, humbly as ever,
President, ====
Professor Emeritus, -----------
Chair, -------
PE
CSP
BME,BEE,ME, PHD
Eagle Scout
and other titles on committees whose chairmanships are such hot potatoes
that  no one in his or her right mind would take.
For those of you who may be impressed by my list ---FORGET IT.  It takes a
long time to get these, too damn long not to be a little wary of decisions
made by someone that old. Trust the man's output and examine his thoughts
in the context of your problem, not by his titles. God knows I might run
my wheelchair over your bridge, and you trusted my title over experience,
and I die before my impotence prescription runs out and I wasted good
money. 
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Byron Palmer