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Wind pressure estimation

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bethcuff

Civil/Environmental
Joined
Dec 7, 2024
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Looking for advice on applying this formula:

1733583929356.png

To a shape like this:

1733584461557.png

As the only drag coefficients I can find are for simple shapes? Any advice appreciated thank you!
 
Hi, it would be horizontal wind load on the shape shown in the bottom screenshot, looking for the worst case scenario. I need to consider the wind from all directions but horizontal only for now.
 
Just do it for a square shake 55 ins square, or 60 ins square to be a bit conservative.

Our stick it in a wind tunnel
 
Use the diagonal of the section.
 
Wind pressure formula per. IBC 200

 
The following excerpt from Eurocode 1: EN 1991-1-4,
Although the force coefficient is an empirical factor that should be typically determined through experiment for the shape , an approximation could be predicted assuming suare section with rounded corners ,

My vote would be Cf=2.1*0.7 = 1.5



1733825716777.png
 
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