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RE: UPLIFT

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ASCE 7-98 gives 0.6D+W for allowable stress design and 0.9D+1.6W for
factored loads.

bks

> -----Original Message-----
> From: Simon Solorio [mailto:simon(--nospam--at)solorio.com]
> Sent: Friday, November 08, 2002 5:31 PM
> To: seaint(--nospam--at)seaint.org
> Subject: RE: UPLIFT
>
>
> Per IBC 1609.1.3; "...the dead load shall be taken as the minimum
> dead load
> likely to be in place during a design wind event.  Where the
> alternate basic
> load combinations of Section 1605.3.2 are used, only two thirds of the
> minimum dead load likely to be in place during a design wind
> event shall be
> used."
> I always use 2/3 of the dead load or less.
>
> Simon Solorio, PE
> www.solorio.com
>
> -----Original Message-----
> From: John Nader [mailto:johnenader(--nospam--at)msn.com]
> Sent: Friday, November 08, 2002 5:03 PM
> To: seaint(--nospam--at)seaint.org
> Subject: UPLIFT
>
>
>
>
> Any reference on what percentage of the dead loads can be used
> when figuring
> the net up lift on open web joist.
>
> Thanks in advance.
>
> John
>
>
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