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Re: code require column impact protection in warehouse?

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Scott,
What is the "Storage Rack Code" that you refer to.
Ken
Kenneth S. Peoples, P. E.
Lehigh Valley Technical Associates
1584 Weaversville Road
Northampton, PA 18067-9039
Phone: (610) 262-6345
Fax: (610) 262-8188
e-mail: kpeoples(--nospam--at)lvta.net

----- Original Message -----
From: "Haan, Scott M." <HaanSM(--nospam--at)ci.anchorage.ak.us>
To: <seaint(--nospam--at)seaint.org>
Sent: Wednesday, December 05, 2001 3:55 PM
Subject: RE: code require column impact protection in warehouse?


> Thanks Rick.  This is a good starting point.  Item 10 Vehicle barriers in
> table refers to section 311.2.3.5 which talks about barriers in parking
> garages where there are 5 foot drop offs.
>
> The storage rack code requires rack columns to be designed for half
stresses
> unless they are protected against collision and I was asked if there is a
> specific requirement for building columns in a warehouse.
>
> Scott M Haan P.E.
> Plan Review Engineer
> Building Safety Division
> Development Services Department
> Municipality of Anchorage
> http://www.muni.org/building
> phone:907-343-8183
> fax:907-249-7399
> mailto:haansm(--nospam--at)ci.anchorage.ak.us
>
>
>
> -----Original Message-----
> From: Rick.Drake(--nospam--at)Fluor.com [mailto:Rick.Drake(--nospam--at)Fluor.com]
> Sent: Wednesday, December 05, 2001 11:51 AM
> To: seaint(--nospam--at)seaint.org
> Subject: Re: code require column impact protection in warehouse?
>
>
>
> 1997 UBC, Table 16-B, Footnote 10, requires that vehicle barriers be
> designed for a lateral load of 6000 pounds.  If you have a building in
> which fork lifts are motoring around, it would be prudent to provide
> vehicle barriers for building columns.
>
> Rick Drake, SE
> Fluor Daniel, Aliso Viejo, CA
>
>
>
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