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Re: live load for heavy equipments

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Junata
I recently designed a similar floor in a contractors
building.  I designed for 800 lbs per sq ft or the wgt
of a machine weighing 40 kips.  The 800 psf almost 
always governed.
Gary

On 12 Mar 2005 at 21:22, Junata wrote:

> Dear All,
> 
> I have to design an exhibition hall on level two of an RC building,
> and on this floor there could be some heavy equipments (e.g.:
> excavators, bulldozers, industrial mechines, etc) on show.
> 
> I need an input about live load for the above condition.
> 
> Many thanks in advance
> 
> Best Regards
> Junata
> 



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