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Re: Masonry Fence

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Rick,

Thanks for the input. Treating it as a nonstructural component with hx/hr =0
sounds about right, but I think Formula 32-3 would govern. Using Formulas
30-4 and 30-5 gets the forces pretty high if an R of 2.2 from Table 16-P is
used which seems logical. Section 1634.5 states that these formulas must be
used if greater than values from formulas 34-2 and 34-3.

Larry Hauer, SE
----- Original Message -----
From: <Rick.Drake(--nospam--at)Fluor.com>
To: <seaint(--nospam--at)seaint.org>
Sent: Thursday, December 21, 2000 4:05 PM
Subject: Re: Masonry Fence


>
> Treating it as a nonstructural component should work best.  Supported at
> grade,  hx/hr will equal zero and Equation 32-2 should be beneficial.
>
> (32-2) Fp =  ap * Ca * Ip * Wp / Rp say = 1.0 * 0.40 * 1.0 * Wp / 3 =
> 0.13Wp
>
> Treating it as a nonbuilding structure, you must meet 30-4, 30-5 (max) ,
> 34-2 (min), and 34-3 (min) with R= 2.2 or 2.9 from Table 16-P.
>
> (34-2) V = 0.56 * Ca * I * W say = 0.56 * 0.40 * 1.0 * W = 0.22W minimum
>
> Rick Drake, SE
> Fluor Daniel, Aliso Viejo
>
> **********************************
>
>
>
>
>
> "Larry Hauer" <lrhauer(--nospam--at)earthlink.net> on 12/21/2000 03:32:42 PM
>
> Please respond to seaint(--nospam--at)seaint.org
>
> To:   "seaint" <seaint(--nospam--at)seaint.org>
> cc:
>
> Subject:  Masonry Fence
>
>
>
> Can anyone enlighten me on what formula,(s), to use  in the '97 UBC for
> free standing masonry screen walls, (I've got one that is  over 19'
high! -
> obviously pilasters will be necessary). Table 16-O calls for ap  and Rp
> values, (item H), but using these with formula 32-1 thru 32-3 will give
> excessively high seismic forces. Formulas 34-2 and 34-3 seem more
> appropriate,  except that they don't have the ap and Rp values included.
>
> Thanks in advance,
>
> Larry Hauer, SE
>
>
>
>
>
>
>
>
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