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Re: Eccentrically Loaded Bolts

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I had the same problem, make sure you add the second line of the web
address, word wrap destroyed the link.

Jeffrey T. Flansburg, EIT
John W. Parkin Engineering
500 Washington St.
Vancouver, WA  98660
(360) 694-8378 ext. 104
(360) 694-3376 fax

----- Original Message -----
From: "Mike Maurigi" <maurigim(--nospam--at)laynewtd.com>
To: <seaint(--nospam--at)seaint.org>
Sent: Thursday, May 24, 2001 7:32 AM
Subject: RE: Eccentrically Loaded Bolts


> Scott:
> The link you provided for me gives me an error.  I went to
> www.structurallist.net but didn't find anything that looked like a link to
> the Excel spreadsheet you mentioned.  Can you help me in locating that
> spreadsheet?
>
> Thanks,
> Mike
>
> -----Original Message-----
> From: Scott A. Dunham, PE [mailto:sadunham(--nospam--at)gte.net]
> Sent: Thursday, May 24, 2001 10:23 AM
> To: seaint(--nospam--at)seaint.org
> Subject: Re: Eccentrically Loaded Bolts
>
>
>
>
> Mike, go to this web site & checkout the excellent Excel spreadsheet for
> your exact problem.
>
http://www.structuralist.net/cgi-local/UltraBoard/UltraBoard.cgi?action=Read
>
> &BID=67&TID=20&SID=8032
> Scott ~(:-)
>
> ----- Original Message -----
> From: "Mike Maurigi" <maurigim(--nospam--at)laynewtd.com>
> To: <seaint(--nospam--at)seaint.org>
> Sent: Thursday, May 24, 2001 8:07 AM
> Subject: Eccentrically Loaded Bolts
>
>
> > I'm confused and hope someone can help me.  I have to size eccentrically
> > loaded bolts.  I have two text book that I've been using as a reference.
> One
> > is "Applied Structural Steel Design" by Leonard Seiegel and George F.
> > Limbrunner.  The other is "Applied Strength of Materials" by Robert L.
> Mott.
> > The two books differ in their representation of forces on the bolts.
> > Namely, the force "Rp" which is due to the axial effect of the eccentric
> > load and "Rm" due to the torsional moment effect.  One is totally
> opposite
> > from the other and I'm not quite sure which is correct.  If a load, "P"
> is
> > acting downward at a distance, "e" from the Center of Gravity of the
bolt
> > pattern would the force, Rp also act downward like "P" or upward?  Also,
> > since the load, "P" is acting downward the resulting moment, "M" will be
> > clockwise. So, will the force, "Rp" also be clockwise or
> counterclockwise?
> > Thank you in advance.
> >
> >
> > Michael S. Maurigi, E.T.
> > Project Engineer
> > Layne Christensen Company - Water Treatment Division
> > Phone: (732) 469-8720
> > Email: maurigim(--nospam--at)laynewtd.com
> > Visit our website: www.laynewtd.com
> >
> >
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