thread802-375135
"sponton (Structural)
(OP)
17 Nov 14 09:16
Hi there,
I'm trying to apply some wind loads to a model based on the ASCE-7-10 code but truth being told I don't have much experience working with the american code or windloads in particular. I read the code and there's nothing...
Question:
Attached to this email is a very small ETABS file I quickly made to express my problem understanding wind load path.
http://files.engineering.com/getfile.aspx?folder=286b1e84-ec81-468a-b098-a01ad8abd4b1&file=windtest.EDB
The model consists of two continuous columns fixed to the...