KaBone
Civil/Environmental
- Feb 16, 2009
- 64
I'm sizing the footings and posts based on wind loading. The footing based on overturn moment and the post based on L/120 deflection.
I'm seeing standard details that call for larger posts for gate, corner, end, and pull posts. The gate I can understand if the gate is wider than the post spacing.
The corner and end doesn't make sense to me because it's only carrying half the wind load as a line post, assuming wind loading doesn't occur at 90deg angles.
Am I missing something?
I'm seeing standard details that call for larger posts for gate, corner, end, and pull posts. The gate I can understand if the gate is wider than the post spacing.
The corner and end doesn't make sense to me because it's only carrying half the wind load as a line post, assuming wind loading doesn't occur at 90deg angles.
Am I missing something?