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Re: Temporary Construction Fence[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: <seaoc(--nospam--at)seaoc.org>
- Subject: Re: Temporary Construction Fence
- From: "ALEX C. NACIONALES" <anacio(--nospam--at)skyinet.net>
- Date: Sun, 28 Jun 1998 00:15:48 +0800
You could try the ASCE 7-95 wind load provisions. But to be conservative I would use 20 psf wind loading. Alex C. Nacionales, C.E. -----Original Message----- From: Baldridge & Associates Structural Engineering, Inc. <base.engr(--nospam--at)internetMCI.com> To: seaoc(--nospam--at)seaoc.org <seaoc(--nospam--at)seaoc.org> Date: Sunday, June 28, 1998 7:00 AM Subject: Re: Temporary Construction Fence >We are providing some design advise for a contractor constructing a >temporary design fence around there construction site. The fence is 12' >high with the first 4 ' plywood and the remaining 8' a geotextile >fabric. The fence is intended to be a "good neighbor" fence to minimize >dust etc from leaving the construction site. > >Was looking for some reference in the code about reducing the wind loads >for a temporary structure. Since the fence will only be up for 6 months >the likelyhood of a hurricane or major wind storm is small. Does anyone >know of a reference for design loads on temporary structures? > > >
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