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Beams to windward hull   Message List  
Reply | Forward Message #835 of 6632 |
Re: [harryproa] Re: Beams to windward hull

G'day,
The reason the booms are wood cored, yet masts are solid carbon is that the
beams have to be stiffer (deflect less), therefore they are a bigger
section. The wall thickness required solely for strength is not sufficient
to resist buckling, whereas on the mast, it is.


regards,

Rob
----- Original Message -----
From: "Robert" <cateran1949@...>
To: <harryproa@...>
Sent: Monday, January 19, 2004 9:41 AM
Subject: [harryproa] Re: Beams to windward hull


> -Todd,
>
> I went over the building of Harrigami and the pictures show the
> methods. The actual dimensions are another matter.
> The cost of carbon tow is starting to come close to that of wood.
> marine ply at about $6 per kilo, bendy ply $12-15 and quality cedar
> >$20. I would be curious about the cost and weight of a mast made
> from carbon tow over timber compared with all carbon. Rob reckons it
> comes down to going all carbon with their technique of strip planking
> with pressure bonded carbon tow strips.
> I suppose, once you are set up to handle carbon tow reinforcing with
> vacuum bagging and wetting out, you might as well go the whole hog
> for a mast and go all carbon and keep the weight down.
> The beams of the latest Visionary built by Mark at Gosford is a
> lovely example of a bamboo structure built with modern materials,
> with a skin strong and stiff in tension, a wood underneath thick
> enough to resist buckling under compression and bulkheads, to further
> resist buckling. I am not sure why the numbers should work for making
> the mast all carbon and the beams a combination of wood and carbon.
> Robert
>
>
> robert.
> -- In harryproa@..., "Todd" <ktsrfer@m...> wrote:
> > Where can you find more information on building carbon mast and
> > beams?
> >
> > Todd
> >
> >
> > --- In harryproa@..., "rob denney" <proa@t...> wrote:
> > > G'day,
> > >
> > > There are a few variables, but basically, 400 gsm uni glass is
> > about $15 per
> > > kg, 300 gsm carbon uni is about $150/kgand carbon tow is $30/kg,
> > epoxy is
> > > about $13 per kg. Depends how much you buy and where, but these
> > are ball
> > > park for bulk in Aus. The carbon will be 6 times stiffer than
> the
> > glass,
> > > and near enough 150% as strong.
> > >
> > > Regards,
> > >
> > > Rob
> > > ----- Original Message -----
> > > From: "Robert" <cateran1949@y...>
> > > To: <harryproa@...>
> > > Sent: Wednesday, January 14, 2004 12:23 PM
> > > Subject: [harryproa] Re: Beams to windward hull
> > >
> > >
> > > > -What is the price differential of carbon against glass,
> > especially
> > > > by the time you add the extra resin needed for the glass?
> > > > Robert
> > > >
> > > > -- In harryproa@..., "Tony Richardson"
> > > > <atrichardson@b...> wrote:
> > > > > As it is such a small boat I would suggest putting on what you
> > > > think will do and have a go.
> > > > > Ply box section beams are strong, light and easy to build.
> > > > > If you were a bit clever with glass you could overlay glass
> > uni's
> > > > onto PVC drainpipe. Wrap the unis in mat and there is your beam.
> > > > Leave the PVC inside.
> > > > > No Rot problems
> > > > > How much glass and where etc? Experiment/Guess
> > > > > Rgs
> > > > > Tony
> > > > > ----- Original Message -----
> > > > > From: Todd
> > > > > To: harryproa@...
> > > > > Sent: Wednesday, January 14, 2004 4:29 AM
> > > > > Subject: [harryproa] Beams to windward hull
> > > > >
> > > > >
> > > > > How strong how light and of what material should the beams
> be
> > > > going
> > > > > to the weather hull on a 16' equal L an 8 ' beam ? I know I
> > know
> > > > its
> > > > > only 16' but thats all the room I have and can afford. I was
> > > > thinking
> > > > > of maybe a 16 or 18'' center walkway between the hulls and
> > two
> > > > > laminated 2x3s about two to three feet back from each bow
> > > > connecting
> > > > > the two hulls at each end. What do you think? To heavy, over
> > > > kill, or
> > > > > not strong enough?
> > > > >
> > > > > Todd
> > > > >
> > > > >
> > > > >
> > > > > To unsubscribe from this group, send an email to:
> > > > > harryproa-unsubscribe@...
> > > > >
> > > > >
> > > > >
> > > > >
> > > > > Your use of Yahoo! Groups is subject to the Yahoo! Terms of
> > > > Service.
> > > > >
> > > > >
> > > > > [Non-text portions of this message have been removed]
> > > >
> > > >
> > > > To unsubscribe from this group, send an email to:
> > > > harryproa-unsubscribe@...
> > > >
> > > >
> > > >
> > > > Your use of Yahoo! Groups is subject to
> > > http://au.docs.yahoo.com/info/terms/
> > > >
> > > >
> > > >
>
>
> To unsubscribe from this group, send an email to:
> harryproa-unsubscribe@...
>
>
>
> Your use of Yahoo! Groups is subject to
http://au.docs.yahoo.com/info/terms/
>
>
>




Mon Jan 19, 2004 4:03 am

proaharry
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Message #835 of 6632 |
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-Todd, I went over the building of Harrigami and the pictures show the methods. The actual dimensions are another matter. The cost of carbon tow is starting to...
Robert
cateran1949
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Jan 19, 2004
1:41 am

G'day, The reason the booms are wood cored, yet masts are solid carbon is that the beams have to be stiffer (deflect less), therefore they are a bigger ...
rob denney
proaharry
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Jan 19, 2004
4:06 am

Makes sense, Hollow carbon stiffening would be a pain to produce and bucky tubes haven't yet come down in price. Thanks, Robert ... that the ... sufficient ......
Robert
cateran1949
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Jan 19, 2004
5:26 am

Hi!, Just building some trimaran cross beams, and want to talk about what I've found out. Apart from that I should be building a Harry proa - I found that in ...
doha720
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Jun 3, 2004
3:08 pm

... You wrote - You have to make a box section, nothing else is remotely comparable. I dissagree I'm no engineer but I do have a tri with round beams Rob and I...
Tony Richardson
khsd16
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Jun 3, 2004
11:18 pm

Horses for courses. It is hard to beat bamboo for ability to take loads and torque from all directions but if the bamboo was constrained with the load more in...
Robert
cateran1949
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Jun 4, 2004
1:22 am

I guess I don't know really about other things that I haven't seen, tried or heard about. I wonder what you mean by ring framed etc. I built a beam (markI), ...
doha720
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Jun 4, 2004
8:39 am

G'day Tony, I'm no certified engineer either, but what I said is right. I think you are saying that you made a hollow round section beam - for a proa? - which...
doha720
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Jun 4, 2004
8:22 am

Has anyone tried an omega shape Ω or variants of that shape for beams ? I remember the small Kendrick tri (scarab) having something similar Rgs Tony ... From:...
Tony Richardson
khsd16
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Jun 4, 2004
2:02 am

Sorry Tony, Is that an upper case omega or lower case? Can you give a more detailed description? Robert -- In harryproa@..., "Tony Richardson" ...
Robert
cateran1949
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Jun 4, 2004
2:28 am

I'm not sure if upper or lower case but I tried to paste it as a symbol into the email and by the looks of it it didn't work. The symbol looks like a 0 with...
Tony Richardson
khsd16
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Jun 4, 2004
6:13 am

As in measure of electric resistance in ohms sort of shape? I wonder if that may influence the effect that the glass I beleive has of being weak in...
doha720
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Jun 4, 2004
12:43 pm

Tony, Idiosyncrsies of our medium of communication. That's the upper case omega- as used in electronics to denote resistance. The lowercase looks like a...
Robert
cateran1949
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Jun 6, 2004
11:23 am

Robert Don,t worry about the math because I think Ray is an engineer and may have done it already. I thought they might be weak torsionally but because there...
Tony Richardson
khsd16
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Jun 7, 2004
12:59 am

Thanks Robert. Yes a lot of time, effort and experience goes into each part of the design and we contract the services of a very good composite engineer with a...
Mark Stephens
markstephens...
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Jun 5, 2004
4:14 am

Mark, Is the Elementarry building method similar to the Farrier vertical foam stripping building method? (http://www.f-boat.com/pages/construction/index.html) ...
Andrew Dickson
andrew@...
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Jun 5, 2004
7:53 am

MessageNo, Ian uses form frames and glasses one side only which then requires the outside surface to be fully faired after glassing. We will be making a female...
Mark Stephens
markstephens...
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Jun 6, 2004
6:32 am

Hi DOug The reason is I didn't want seastays They cause lots of drag when underwater, add weight, cost of fittings etc, take more time to initially fit up,...
Tony Richardson
khsd16
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Jun 7, 2004
12:37 am

To Tony, I've forgotten which reply I was making to you, but I remember talking about anything hollow meaning a box as opposed to something solid. I really...
Doug Haines
doha720
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Jun 14, 2004
8:33 am

Doug, The latest design of the Harry beams based on four carbon rods on the corners gives plenty of stiffness for the driving hull effect (See Marks comments)....
Robert
cateran1949
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Jun 14, 2004
10:21 pm

Gidday Doug We were talking about sections of beams Just a question but isn't a triangle section beam the lightest possible construction design type? I like...
Tony Richardson
khsd16
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Jun 14, 2004
11:28 pm

Tony, The extended bunk version is also my choice. Add to the list 'able to be transported relatively easily'. I plan to leave mine on the hard on my block...
Robert
cateran1949
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Jun 15, 2004
2:49 am

Tony, What do you mean you were talking about sections of beams? It sounded like a solid slab of timber - as in the '60's hartley plan! Weighed beam 1 today...
Doug Haines
doha720
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Jun 15, 2004
8:30 am

... (perpedicular ) strength except some glass in these photos as it seems kiri + carbon longditudinal? Doug, That much Kiri, prevented from buckling or being...
Robert
cateran1949
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Jun 16, 2004
1:16 am

Dear Robert, This is coming from a student remember - but I think you are talking about vertical shear which yes is not much. I'm talking about longitudinal...
Doug Haines
doha720
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Jun 16, 2004
8:39 am

Doug, I am not the engineer, merely someone who has a background in maths and physics and has followed the engineering of the Harry fairly closely. The...
Robert
cateran1949
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Jun 16, 2004
9:33 am

Doug , I went back to my books and did the arithmetic. Apologies, There is a fair bit sheer and I don't know how much Kiri can handle. I recall when I was...
Robert
cateran1949
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Jun 16, 2004
11:51 pm

Hi, Thanks for the understanding replies. DOug Robert <cateran1949@...> wrote: Doug , I went back to my books and did the arithmetic. Apologies, There...
Doug Haines
doha720
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Jun 17, 2004
8:22 am

Hi Doug, You are correct in saying there is significant longitudinal shear at the midpoint of the shear webs. I'm afraid the engineers we used at the time the ...
Mark Stephens
markstephens...
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Jun 16, 2004
10:32 am

G'day, The Visionarry in the pictures is being built by Mark and his team in Coffs Harbour. I have just got back from there and it looks fantastic. The...
Rob Denney
proaharry
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Jun 18, 2004
9:41 pm
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