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Re: "Certifying" Lifting Plates
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- Subject: Re: "Certifying" Lifting Plates
- From: Scott Maxwell <smaxwell(--nospam--at)engin.umich.edu>
- Date: Wed, 2 May 2007 02:38:45 -0400 (EDT)
Tom, Thanks much! It was VERY helpful. I still have some questions after reading that intreptation and some other information linked to that page, but I now have a "lead" to pursue thanks to you. Thanks again, Scott Adrian, MI On Tue, 1 May 2007 Tom.Hunt(--nospam--at)fluor.com wrote: > Scott, > > Here is an interesting OSHA link that may provide some guidance: > > http://www.osha.gov/pls/oshaweb/owadisp.show_document?p_table=INTERPRETATIONS&p_id=25192 > > Thomas Hunt, S.E. > Fluor > > > > > > Scott Maxwell <smaxwell(--nospam--at)engin.umich.edu> > 05/01/2007 04:42 PM > Please respond to seaint > > To > seaint(--nospam--at)seaint.org > cc > > Subject > "Certifying" Lifting Plates > > > > > > > > We have lifting plates that we use for lifting our SIP panels into place. > They are bascially steel plates that are screwed to the SIP panels that > can then allow the attachment of the lifting straps. We would like to put > a load rating on those lifiting plates. I can obviously come up with a > reasonable load limit for the plates, but we are wondering if there is any > required "official" process that one must undertake. For example > something that would be similar to an ICC-ES evaluation, but by maybe OSHA > or someone else. Is anyone aware of anything like that? Any requirements > that anyone might be aware of? > > Thanks, > > Scott > Adrian, MI > > > ******* ****** ******* ******** ******* ******* ******* *** > * Read list FAQ at: http://www.seaint.org/list_FAQ.asp > * > * This email was sent to you via Structural Engineers > * Association of Southern California (SEAOSC) server. To > * subscribe (no fee) or UnSubscribe, please go to: > * > * http://www.seaint.org/sealist1.asp > * > * Questions to seaint-ad(--nospam--at)seaint.org. Remember, any email you > * send to the list is public domain and may be re-posted > * without your permission. Make sure you visit our web > * site at: http://www.seaint.org > ******* ****** ****** ****** ******* ****** ****** ******** > > > > ----------------------------------------------------------------------------------------------------- > The information transmitted is intended only for the person > or entity to which it is addressed and may contain proprietary, > business-confidential and/or privileged material. > If you are not the intended recipient of this message you > are hereby notified that any use, review, retransmission, > dissemination, distribution, reproduction or any action taken > in reliance upon this message is prohibited. If you received > this in error, please contact the sender and delete the > material from any computer. Any views expressed in this message > are those of the individual sender and may not necessarily reflect > the views of the company. > ------------------------------------------------------------------------------------------------------- > > ******* ****** ******* ******** ******* ******* ******* *** * Read list FAQ at: http://www.seaint.org/list_FAQ.asp * * This email was sent to you via Structural Engineers * Association of Southern California (SEAOSC) server. To * subscribe (no fee) or UnSubscribe, please go to: * * http://www.seaint.org/sealist1.asp * * Questions to seaint-ad(--nospam--at)seaint.org. Remember, any email you * send to the list is public domain and may be re-posted * without your permission. Make sure you visit our web * site at: http://www.seaint.org ******* ****** ****** ****** ******* ****** ****** ********
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- From: Tom . Hunt
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