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Subject:
Re: rivets -- i want to learn about rivets
From:
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The listserv where the buildings do the talking <[log in to unmask]>
Date:
Mon, 26 Apr 2010 09:09:46 -0400
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How about "nonlinear cross-anisotropic behavior"?

This concerns the current understanding and design methodology that 
uses the elastic modulus of unbound granular base materials in a 
Mechanistic-Emprirical Design procedure for pavements, particularily 
Inverted Pavements.  Be sure to add a smidgeon of Intelligent 
Compaction jargon into the discussion, all the while holding a side 
conversation about baking a cake..

Steve Stokowski
Stone Products Consultants

-----Original Message-----
From: Mary <[log in to unmask]>
To: [log in to unmask]
Sent: Sun, Apr 25, 2010 6:58 pm
Subject: Re: [BP] rivets -- i want to learn about rivets

Don't you just the sound of these:

internal moment of inertia

modulus of elasticty

--Mary

----------------------------------
Mary Tegel
hands on impresario
Tegel Design + Planning
----------------------------------

On Apr 25, 2010, at 12:29 PM, Gabriel Orgrease
<[log in to unmask]> wrote:

> On 4/25/2010 2:41 PM, Cuyler Page wrote:
>> Always wondered if in wood pegs or metal rivets the internal
>> bending elements of tension and compression were only passing
>> miniscule events within the cellular wood or crystalline structure
>> that functioned until their moment of failure, at which point shear
>> was identified and a measurement assigned.
> cp in bc,
>
> Yeah, I'm with you on this one.
>
> "A shearing stress occurs when two forces act on a body in opposite
> directions but not in the same plane."  Simplified Engineering for
> Architects and Builders, Harry Parker, John Wiley & Sons.
>
> ][<
>
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