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Friction Load

08/26/2011 1:12 PM

I am designing an Anchor block for pulling a power transformer of 40 Tons weight. I found some papers on Frictional force and arrived as below.

Can any one guide and suggest whether following method is ok?

Friction Load:

Assuming the thing to move slowly the F=ma becomes pretty negligible.

Say to move a Transformer - 5m in 100seconds


The speed equation is distance = 1/2 acceleration * time^2 and F = ma

Weight of Transformer= 40000 Kg

Movement: 5m in 100 seconds

So force = mass * 2 * distance/time^2

= 40000kg * 2 *5 /100^100 = 40N

Hence the friction Load is negligible

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#1

Re: Friction Load

08/26/2011 1:24 PM

"Hence the friction Load is negligible".

This is the stuff dreams are made of. How can you say the the friction load of an 80,000 pound mass will "be negligible"?

Just float it on an air cushion and move it.

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#3
In reply to #1

Re: Friction Load

08/26/2011 10:03 PM

Dear Mr Lyn,

I agree with you we can no totally say as neglible. Wherever the % of friction load w.r.t the Mass is less tha 5% we can call it as negligible.

please see the link given below, where the friction load is stated a s negligible.

http://www.ehow.com/how_5931003_calculate-needed-move-railroad-car.html

Elsytec

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#4
In reply to #3

Re: Friction Load

08/26/2011 10:24 PM

"What we have here, is a failure to communicate". Strother Martin, in Cool Hand Luke.

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#5
In reply to #3

Re: Friction Load

08/27/2011 12:11 AM

That's a railroad car on rails, not a transformer on earth. In your case, the acceleration load is negligible, but the friction load is much more. Passington Green's assumption of a 0.3 coefficient of friction is reasonable, unless more specific information is known.

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#2

Re: Friction Load

08/26/2011 2:05 PM

You calculated the frictionless force.

If you intend to drag it over a concrete surface you would need a pull of say, 0.3x80,000lbs=24,000lb

More likely, it will be a skid and brought in on rollers of some kind. I have used Hillman Rollers and another time, used 5" nominal pipes. The pipes seem to have the right balance between flexibility and strength to roll over high spots.

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#6
In reply to #2

Re: Friction Load

08/27/2011 5:34 AM

I'll go with passingtongreen use pipe rolers. Never failed me in the past

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#7

Re: Friction Load

08/27/2011 7:46 AM

The way you treat the problem shows that you do not understand the physics of friction. Better hire a specialist since alone you will probably mess the thing.

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elsytec (1); lyn (2); nick name (1); passingtongreen (1); TonyS (1); Tornado (1)

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