I am looking into the wind pressure effects on the supports for an flat panel that is inclined at 30 degrees to the horizontal.
The panel measures height(h)=1.65m by width(w)=5.305m, giving an area(A)=8.75m2. I am taking the wind direction as perpendicular to the panel and at 0 degrees to the horizontal. Therefore the vertical projected area seen by the wind is Ap=4.377m2 (projected height=0.825m). The panel has 8 support beams (2 rows of 4). In an extreme case the wind pressure is 3500N/m2 on the frame.
How would it be possible to calculate the basic forces on each support (giving their positions as a set of co-ordinates. Please see attached image diagram. Thank You.
