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RE: Golf Course Bridge

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Scott
Thats right ANSI A58.1 is lately replaced by ASCE 7-95/98.
SYED FAIZ AHAMAD


From: Scott Maxwell <smaxwell(--nospam--at)engin.umich.edu>
Reply-To: seaint(--nospam--at)seaint.org
To: seaint(--nospam--at)seaint.org
Subject: RE: Golf Course Bridge
Date: Tue, 5 Jun 2001 11:09:10 -0400 (EDT)

I assume that would be ANSI/ASCE 7-95, which became just ASCE 7-98 (at
least that is the implication from the cover of ASCE 7-98).

Scott


On Tue, 5 Jun 2001, Bill Polhemus wrote:

> What "ANSI Recommendation" is that?
>
> William L. Polhemus, Jr., P.E.
> Polhemus Engineering Company
> Katy, Texas
> Phone 281-492-2251
> Fax 281-492-8203
>
>
> > -----Original Message-----
> > From: syed faiz ahmad [mailto:syedfaiz23(--nospam--at)hotmail.com]
> > Sent: Tuesday, June 05, 2001 7:00 AM
> > To: seaint(--nospam--at)seaint.org
> > Subject: Re: Golf Course Bridge
> >
> >
> > Eric
> > your problem is simple. just use a distributed live load of 12kn/m2 as
> > recommended by ANSI for such cases. you don't have to check for AASHTO
> > loadings HS15 OR HS20, because the same doesn't apply here.
> > SYED FAIZ AHMAD
> > SENIOR STRUCTURAL ENGINEER
> > SAUDI OGER LTD
> > RIYADH, SAUDI ARABIA
>
>
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