Looks like a flat roof with a meter of fresh snow.

http://www.thekathrynreport.com/2010/02/dulles-airport-hangar-roof-collapse.html

Mike


On 09/02/2011, at 17:21 , John M. Steele wrote:

> Jim,
>  
> It is a density, and based on a specific condition of snow, but not on depth. 
>  It needs to be multiplied by depth.
>  
> Like any density, it is dependent on the material meeting the condition.  It 
> is based on fully saturated but draining snow (basically it needs to be 
> melting).  However, I would assert that is the general condition when roofs 
> are at risk.  If you have icicles hanging off the roof, at least some of the 
> snowpack is melting.  The condition also applies if the snowpack has been 
> rained on, but on a sloped roof, is able to drain.
>  
> On a flat roof, there is a significant risk of appraoching the slush 
> condition.  I don't know whether the hanger had a sloped or flat roof, as I 
> have not seen a picture.
> 
> --- On Wed, 2/9/11, James R. Frysinger <[email protected]> wrote:
> 
> From: James R. Frysinger <[email protected]>
> Subject: Re: [USMA:49829] MM93-Item 3, Aircraft Hanger
> To: [email protected]
> Cc: "U.S. Metric Association" <[email protected]>
> Date: Wednesday, February 9, 2011, 3:32 PM
> 
> > If anybody is worried about their roofs, please use at least 320 kg/m³ for 
> > wet snow on sloped roofs.  If you have a flat roof, determine whether the 
> > drain is working, it will be the difference between 320 kg/m³ wet snow and 
> > 960 kg/m³ slush.
> 
> I believe that those figures assume an accumulation of 80 cm of "snow", 
> whether it be light and fluffy, wet and dense, slushy, or icy. If 80 cm of 
> snow falls, then, due to insolation (not insulation!) and warming by air or 
> by conduction from below, the depth will no longer be 80 cm.
> 
> And of course, not all snow accumulations are 80 cm in depth.
> 
> Rather than recommending a load estimate figure (that is based on 80 cm of 
> accumulation of whatever sort -- snow, slush, ice), it might be preferable to 
> teach the method, which then can be adapted to any given precipitation amount.
> 
> I collect and report daily precipitation data for CoCoRaHS
>     http://www.cocorahs.org
> including snowfalls. For snow I measure the depth of the accumulation, 
> collect snow from an area of known size, and weigh it to determine the 
> "rainfall equivalent". Working backwards for this winter for some of our 
> snowfalls, I observed that the snow:rain ratio might be better stated as
>     1 cm:0.7 mm
>     1 cm:0.75 mm
>     1 cm:1.2 mm (followed rain and freezing rain)
>     1 cm:0.26 mm (notes indicate unusually light & fluffy snow
>             with large "flakes")
> 
> As you can see, there is quite a bit of variation in those ratios for my 
> location. Generally, I would tend to characterize our snows as averaging 0.7 
> mm to 0.8 mm rainfall equivalent in 1 cm of snow from what I have seen the 
> last 4 years. As John suggests, other areas might typically see snow of a 
> different average density.
> 
> This variation is exactly why meteorologists melt (or weigh) fallen and 
> accumulated snow to determine its actual water content. If one is concerned 
> and capable enough to estimate roof loading, they probably should do likewise.
> 
> By the way, some architects might show maximum snow loadings on the plans for 
> the structures built from those plans.
> 
> Jim
> 
> On 2011-02-09 1208, John M. Steele wrote:
> > I just received Metrication Matters 93, and saw the aircraft hanger
> > example again. As it is snow season in the US, and people need to worry
> > about their roofs, I have to point out two huge errors in the example as
> > I don't believe anyone should rely on that example.
> > 80 cm of snow != 8 mm of rain
> > Even if the 10% rule were true, it would imply 80 cm of snow is 80 mm of
> > rain. Doing some Googling on snow load and roof designs, I find the
> > density of wet, heavy snow is more like 32-33% water density, 320 - 330
> > kg/m³. The Washington (DC) area is not noted for light, fluffy powder,
> > and light fluffy powder isn't what collapses roofs. Using the 320 kg/m³
> > x 0.8 m, the actual roof load was more like 256 kg/m³ if the drainage
> > system was still working, not the 8 kg/m² of the worked example.
> > Flat roofs are a particular problem as snow tends to clog drainage and
> > then you get slush, a mixture of ice and water. Not surprisingly, the
> > density of slush lies between 920 kg/m³ (ice) and 1000 kg/m³ (water).
> > The figure above of 320 kg/m³ is for drained (but wet) snow - imagine
> > snow on a screen so any water melt can drip out.
> > I can't find the spec for flat roofs, a lot of local codes in the
> > northern US are 35-40 lb/ft² for sloped roofs. That converts to 170
> > kg/m². Some extreme snow areas are higher, and I would expect flat roofs
> > to be higher.
> > If anybody is worried about their roofs, please use at least 320 kg/m³
> > for wet snow on sloped roofs. If you have a flat roof, determine whether
> > the drain is working, it will be the difference between 320 kg/m³ wet
> > snow and 960 kg/m³ slush.
> > 
> 
> -- James R. Frysinger
> 632 Stony Point Mountain Road
> Doyle, TN 38559-3030
> 
> (C) 931.212.0267
> (H) 931.657.3107
> (F) 931.657.3108
> 

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