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Water Block Design / Construction Building your own block? Need info on designing one? Heres where to do it

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Unread 11-18-2002, 07:08 AM   #46
utabintarbo
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Default bump

No ideas?
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Unread 11-18-2002, 12:32 PM   #47
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Default NPT thread specs

For those interested (me!) here are the NPT thread specs (along with a few more).

Click me

Maybe someone else can post the european counterpart?
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Unread 11-18-2002, 06:43 PM   #48
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Can anyone make sense of this gibberish?

I'm trying to figure out how much flexing polycarbonate will have, under different thickness, and different pressure.

From:
http://www.bayplastics.co.uk/data%20...20111sheet.htm

Limiting flexural stress

Typical values
90-95

Units
N/mm²

Test method
DIN 53452


BTW: here's an interesting link:
http://www.machinist-materials.com/c...r_plastics.htm
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Unread 11-18-2002, 07:11 PM   #49
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Still searching...

but I found something interesting: the machinist guide to the US Army!

Fundamentals:
http://155.217.58.58/cgi-bin/atdl.dll/tc/9-524/toc.htm

The tables, all the tables, it's all there:
http://155.217.58.58/cgi-bin/atdl.dl...4/Appa.htm#top
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Unread 11-18-2002, 07:12 PM   #50
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If that's not enough... Here' s a page to more links:

http://www.machinist-materials.com/links.htm
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Unread 11-20-2002, 03:30 PM   #51
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Ok, still having problems here... Still trying to find out how much polycarbonate will bend. (and copper, for that matter!)

I found a lot of material data sheets, that have a reference to a "Flexural Modulus", as per ASTM D790 testing methodology, measured in Kg/cm^2. I have no idea what the result means!

Does anyone know what it means?
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Unread 12-07-2002, 01:48 AM   #52
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we can tell already that the fin size can go to 1 mm, as cathar demonstrated... but ususally the hiegh dictates the minimum thicknewss
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