Spar sizing calculations.

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Simon Wright
Posts: 75
Joined: December 5th, 2008, 8:40 pm

Spar sizing calculations.

Postby Simon Wright » October 13th, 2009, 7:16 pm

I am trying to size spars for a project and wass considering using a carbon composite. I have done some research on the internet and located various design tensile stresses including Spruce 5000 psi, Carbon- pultruded 100,000 psi and Oak 8000 psi.

Have read some calculations by Professor Mark Drela (MIT) which seem to work for carbon but give huge numbers for dimensions of spruce spars.

Where can I find suitable formulae or empirical data to calculate the size of spar for bending and shear loads? A calculation to develop torsional strength would be useful too.

thamks for any assistance.

Simon Wright
LMA2345 now that should be easy to remember!

Robin Woodhead
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Joined: December 3rd, 2008, 5:23 pm
Location: Nottingham
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Re: Spar sizing calculations.

Postby Robin Woodhead » October 13th, 2009, 7:30 pm

If you do a search for CYPARIS on the LMA web site, click on the result shown as [Cyparis%20data.doc], this will take you to a Excel spreadsheet giving details of various materials.

Robin

Simon Wright
Posts: 75
Joined: December 5th, 2008, 8:40 pm

Re: Spar sizing calculations.

Postby Simon Wright » October 14th, 2009, 11:54 pm

Thanks for the link.

I have various figures for materials but need to find worked formulae to use them on. :)

Any links to a sizing spreadsheet? :?:
LMA2345 now that should be easy to remember!

Stuart Solomon
Posts: 189
Joined: December 10th, 2008, 2:13 pm
Location: Wherever I am

Re: Spar sizing calculations.

Postby Stuart Solomon » October 15th, 2009, 6:13 pm

Simon, will be at Gaydon, let me know if you want a stress comparison sheet between Cyparis,Spruce,Hemlock and Douglas Fir. Stuart-Solutions.

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Rob Buckley
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Joined: March 14th, 2009, 12:08 pm
Location: About 200 miles from Bath

Re: Spar sizing calculations.

Postby Rob Buckley » November 11th, 2009, 10:28 pm

Simon,

Have a look at CS-VLA, the certification requirements for very light aircraft (which is what large models pretty much are) here...

http://www.easa.europa.eu/ws_prod/g/rg_ ... php#CS-VLA

This should at least give some loads to apply to the structure!

As for the actual calculations, I'd pick the closest looking sections out of Machinery's Handbook and make some conservative assumptions & calcs from there.

I must admit, structures aren't my speciality. I did once have spar shear flow explained to me, and it seemed to make sense at the time. It's gone now though!
LMA Secretary - I've got a reasonable idea where you live!


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