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RE: Hanger Load Increase

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Besides that, if you are in a seismic area, you should
add the effect of vertical earthquake loads, usually
considered some 2/3 of the corresponding horizontal
eq. loading.

-----Mensaje original-----
De: Keith Fix <kefix(--nospam--at)yahoo.com>
Para: seaint(--nospam--at)seaint.org <seaint(--nospam--at)seaint.org>
Fecha: Martes, 13 de Noviembre de 2001 11:47 a.m.
Asunto: Re: Hanger Load Increase


>LRFD 2nd ed, A4.2: 33% increase in load combinations A4-2 and A4-3
>
>There are also building code increases, but I would have to stand up to
check
>those.
>
>-Keith Fix, PE
>
>--- Chris Meyer <chris.meyer(--nospam--at)shellandmeyer.com> wrote:
>> I believe there is a special requirement for loads suspended from hangers
>> (platforms, etc.)  I seem to remember where hangers are to be designed
for
>> 125%-150% of the load.  Do you know which code references this increase
>> (ASCE, AISC, IBC)?
>>
>> Any information would be helpful -- and thanks in advance!
>>
>> Chris Meyer
>> Shell + Meyer Associates, Inc.
>> Dayton, OH
>> chris.meyer(--nospam--at)shellandmeyer.com
>>
>>
>
>
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