Architectural steel mesh wind loads
Architectural steel mesh wind loads
(OP)
Anyone have information on determining wind pressure coefficients on products such as these: http://www.gkdmetalfabrics.com/metalfabrics.html
"It is imperative Cunth doesn't get his hands on those codes."






RE: Architectural steel mesh wind loads
RE: Architectural steel mesh wind loads
I guess as a side note, I am sort of preparing for complaints about my footing sizes, as they have to underpin existing exterior walls. The two-story canopy frame covered in the metal fabric is mainly resisting wind load and could have much smaller footings otherwise. I guess we will see...
Thanks, Jed
"It is imperative Cunth doesn't get his hands on those codes."
RE: Architectural steel mesh wind loads
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Architectural steel mesh wind loads
RE: Architectural steel mesh wind loads
I hear it kept Dr. Idelchek's graduate students quite busy writing it.
RE: Architectural steel mesh wind loads
"It is imperative Cunth doesn't get his hands on those codes."
RE: Architectural steel mesh wind loads