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FW: Wood Design - 'G' shearing Modulus & 'E' elastic Modulus

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Sorry it was rejected too long so I send it again

-----Original Message-----
From: Einar Einarsson [mailto:byggtak(--nospam--at)itn.is]
Sent: 8. júlí 1999 11:12
To: seaint(--nospam--at)seaint.org
Subject: RE: Wood Design - 'G' shearing Modulus & 'E' elastic Modulus

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This message is too long to be posted to this list.
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Dennis
here are the values you asked for copied  from SAE  website.
An estimate for G is 500 MPa but you have to get more accurate values from
the manufactures.





(a) // = parallel to panel length; / = perpendicular to panel length

Notes:

1  Some manufacturers produce panels to CSA 0437.0 Grade 0-1. These panels
are identified as 0-1 and have slightly lower strength properties than Grade
0-2 panels.

2. Dimensional Tolerance applies to each panel.  Other minimum requirements
(maximum where stated) are based on a 5-panel average, with no single panel
more than 20% below (or above as appropriate) the stated requirement.

3. Strength and stiffness related values (modulus of rupture and modulus of
elasticity) are ultimate test values which should not be construed as
allowable stresses for design.


Regards
Einar Einarsson CE.


-----Original Message-----
From: Seaintonln(--nospam--at)aol.com [mailto:Seaintonln(--nospam--at)aol.com]
Sent: 8. júlí 1999 07:51
To: seaint(--nospam--at)seaint.org
Subject: Re: Wood Design - 'G' shearing Modulus & 'E' elastic Modulus

Chuck

JUST TELL ME THE DAMN "G" & "E" VALUES FOR OSB!!!!!!!!!!!!

I'm going to bed.......

Dennis

In a message dated 7/7/99 5:10:27 PM Pacific Daylight Time,
cgreenlaw(--nospam--at)speedlink.com writes: