[RE-wrenches] Snow loads

JRQ quackkcauq at yahoo.com
Thu Feb 21 17:28:12 PST 2013


Gary,

The snow loads that structural engineers design to are a worst-case scenario. It is true that snow tends to slough off of PV arrays quicker than your normal roof. However, if there is a major snow event, especially if it starts at night (this recent blizzard on the East Coast would be a good example), snow will build up on the array the same as it does everywhere else.

In many cases, a PV array actually makes the engineering assumptions worst. Any snow that lands on the modules transfers down to the attachments, and point-load the structural members. The weight of the snow is less distributed when it sits on a PV array, placing additional stress on individual members. I work in Massachusetts currently, and we often have to perform rafter upgrades to roofs that are fine otherwise for exactly this reason.

If you have any snow load requirements in your area, I would highly recommend you have a structural engineer review the structure, even if a structural stamp is not required.

Jeffrey Quackenbush



________________________________
 From: Bob-O Schultze <bob-o at electronconnection.com>
To: RE-wrenches <re-wrenches at lists.re-wrenches.org> 
Sent: Tuesday, February 19, 2013 3:00 PM
Subject: Re: [RE-wrenches] Snow loads
 

I would certainly agree with Will here. You can't make that argument as stated, it's wrong. Please don't try to make it to your AHJ, you take the chance of f-ing it up for everyone around there. I think the best argument you can try is:  aside from the usual 3-4lbs/sq/ft that the array itself ads to the roof load, snow will be very unlikely to build up on the modules to the degree that it builds up anywhere else on the roof. The freezing-rain-before-a-snow phenomena is very real and it WILL happen sooner or later. Not often perhaps and under most conditions the snow will leave the modules before the roof. But...Gotta be real about that.
Bob-O Schultze



On Feb 19, 2013, at 11:06 AM, Will White wrote:
Most structural engineers I’ve seen take a reduction for slippery surface but I think you’d be stretching things to say adding PV panels reduces the load to zero.  I have a 45 degree pitch roof and I get snow build up some times especially if we get freezing rain before the snow. 
 
Also if you have an asphalt shingle roof you can create an unbalanced load with snow sliding off the south side and sticking on the north side.  Most engineers take this into consideration too.
 
Thanks,
Will
 
__________________________________________________________________________________________
Will White
Regional Field Operations Manager – New England
 
Real Goods Solar
64 Main St.
Montpelier, VT 05602
Tel: (802) 223-7804
Cell: (802) 234-3167
www.realgoodssolar.com
 
 
 
 
 
From: re-wrenches-bounces at lists.re-wrenches.org [mailto:re-wrenches-bounces at lists.re-wrenches.org] On Behalf Of Gary Bassett
Sent: Tuesday, February 19, 2013 1:48 PM
To: re-wrenches at lists.re-wrenches.org
Subject: [RE-wrenches] Snow loads
 
Has anyone in the snow belt areas have any luck with convincing their local building inspectors that the snow melts or slides from panels, much like a metal roof only better. Thus your snow load would be reduced to zero where the panels have been installed.
 
Gary
 
 
_______________________________________________
List sponsored by Home Power magazine

List Address: RE-wrenches at lists.re-wrenches.org

Options & settings:
http://lists.re-wrenches.org/options.cgi/re-wrenches-re-wrenches.org

List-Archive: http://lists.re-wrenches.org/pipermail/re-wrenches-re-wrenches.org

List rules & etiquette:
www.re-wrenches.org/etiquette.htm

Check out participant bios:
www.members.re-wrenches.org



_______________________________________________
List sponsored by Home Power magazine

List Address: RE-wrenches at lists.re-wrenches.org

Options & settings:
http://lists.re-wrenches.org/options.cgi/re-wrenches-re-wrenches.org

List-Archive: http://lists.re-wrenches.org/pipermail/re-wrenches-re-wrenches.org

List rules & etiquette:
www.re-wrenches.org/etiquette.htm

Check out participant bios:
www.members.re-wrenches.org
-------------- next part --------------
An HTML attachment was scrubbed...
URL: <http://lists.re-wrenches.org/pipermail/re-wrenches-re-wrenches.org/attachments/20130221/f6986a86/attachment-0003.html>


More information about the RE-wrenches mailing list