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Canopy Roof Wind Load[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: seaoc(--nospam--at)seaoc.org
- Subject: Canopy Roof Wind Load
- From: Roger Turk <73527.1356(--nospam--at)compuserve.com>
- Date: Mon, 18 May 1998 11:51:26 -0400
Charlie, You say that this canopy structure is an "entry canopy," therefore there must be a building or something nearby to enter. In that case, I would consider the canopy a partially enclosed structure regardless of whether or not it is free standing (structurally independent?). (I guess that I would consider *all* structures as partially enclosed unless I am guaranteed that no one will ever build something within twice the height of the structure, nor will anyone park trucks, trains, store material, plant trees or hedges near the structure.) A. Roger Turk, P.E.(Structural) Tucson, Arizona Charlie Canitz wrote: . > I'm presently working on a project for which I'm trying to . > dtermine the wind uplift pressure on a standing seam metal . > roof of a free standing entry canopy structure.
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