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I think maybe she is interested in the difference in compression for bales
on edge vs. bales laid flat...
Aul?s, Lleida, Espa?a
(0034)657 33 51 62
www.casasdepaja.com (Red de Construcci?n con Balas de Paja)
> -----Mensaje original-----
> De: GSBN [<a target="_blank" href="mailto:GSBN@...">mailto:GSBN@...] En nombre de Derek Roff
> Enviado el: mi?rcoles, 18 de abril de 2007 21:02
> Para: GSBN
> Asunto: Re: GSBN:Compression
> Hi, Maren,
> Can you explain more fully the information that you are looking for?
> Reading your question, I am unsure of what you want. Obviously, bales
> can be compressed different amounts, using different compression
> systems, such as straps, threaded rod, pneumatic tubes, etc. People
> often refer to these methods as pre-compression. Is that what you are
> thinking about?
> In theory, unplastered bales under load will compress indefinitely. In
> a wall assembly, the engineers assure us that the plaster takes the
> load, and plastered bales won't compress any further.
> --On April 18, 2007 6:47:20 PM +0000 Maren Termens
> autoconstruccin@... wrote:
> > Hi all!
> > Does somebody know the % of compression of bales layed on side?
> > Thanks, Maren
> Derek Roff
> Language Learning Center
> Ortega Hall 129, MSC03-2100
> University of New Mexico
> Albuquerque, NM 87131-0001
> 505/277-7368, fax 505/277-3885
> Internet: derek@...