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Re: design load for fall protection.

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Just what I was looking for.

Thanks
----- Original Message -----
From: "Will H" <haynewp(--nospam--at)hotmail.com>
To: <seaint(--nospam--at)seaint.org>
Sent: Wednesday, October 20, 2004 9:20 PM
Subject: RE: design load for fall protection.


> Does this help any?
>
>
>
http://regulation.healthandsafetycentre.org/s/Part11.asp#SectionNumber:11.14
>
>
> Will Haynes, P.E.
>
>
>
>
> >From: "Michael Laplante" <michael.laplante(--nospam--at)cima.ca>
> >Reply-To: <seaint(--nospam--at)seaint.org>
> >To: <seaint(--nospam--at)seaint.org>
> >Subject: design load for fall protection.
> >Date: Wed, 20 Oct 2004 12:06:13 -0400
> >
> >I am designing support beams for a telescoping monorail crane.  The
client
> >requires an attachment point to secure the operator.   What design load
is
> >required by OHSA to arrest the  freefall. There is an opening in the
floor
> >to  access the level below.  I have in the past used ( while working in
the
> >states) 5000 lbs.  The project is in Montreal ( where I work now) and I
can
> >not find any reference to this type of loading.
> >
> >TI A
> >Mike
> >
>
> _________________________________________________________________
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