jchi
Structural
- Aug 21, 2006
- 27
I am working on a 160'+ tower and calculating wind loads. Question is what is the contributary area for floor grating blowing perpendicular to the bearing bars. If I figure the area of each bar, like I do with the depth/web of a beam, my reactions become very large.
Will the wind blow against each bearing bar area or blow by due to the close spacing of bars 1 1/4" tall spaced 1 3/16" apart.
Jeff
Will the wind blow against each bearing bar area or blow by due to the close spacing of bars 1 1/4" tall spaced 1 3/16" apart.
Jeff