Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

RE: Wind Loads on Roof Mounted Solar Panels

[Subject Prev][Subject Next][Thread Prev][Thread Next]



Actually, I’m not sure Figure 6-18A is the correct one to use. That figure (and the associated provisions of 6.5.13) is intended for large, at-grade structures like picnic pavilions, porte-cocheres and other open buildings, where the wind loads are typically resisted by tranverse moment frames. (Side note: ASCE 7-10 adds language to deal with the longitudinal frames as well.)


For a smaller, roof-mounted element such as a solar panel, I think the loading should be obtained from Section 6.5.15 using the force coefficients from Figure 6-21. Equation 6-28 used with the Figure 6-21 coefficients and the vertical projected area of the panel will give you the lateral wind load. Then apply the factor in Section (as adjusted by the ratio of horizontal projected area of panel to horizontal projected area of roof) to generate the uplift wind load.






National Association of Home Builders

D 202 266 8545



From: Joseph R. Grill [mailto:vveng(--nospam--at)]
Sent: Friday, June 04, 2010 1:55 PM
To: seaint(--nospam--at)
Subject: Wind Loads on Roof Mounted Solar Panels


I have been asked to check the existing framing on a roof for the installation of a bank of solar panels.  The roof is flat and is framed with solid sawn light timber.


I am trying to put together the wind loads on the panels to be used in conjunction with the gravity loading to check the existing framing.  I am looking at figure 16-18A as the panels are set at an angle and on frames which are above the roof surface.  I think the air flow is “unobstructed”.


I can find no definition of the Load cases A&B.  Do these Load Cases have to do with the wind direction?  Figure 6-18B shows one wind direction but both load cases A&B.  Any help with this question?


I guess as long as I am asking, I am pretty sure 6-18A is correct but should C&C loading be used?  I am guessing they will be pretty close to the same.





Joseph R. Grill, PE

Verde Valley Engineering, PLLC