Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

Wind loads for open sided structures

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Hello, I need some detailed info about Wind loads at open buildings. Especially 
 barrel-vault structure which has two sides completely open. ASCE explains 
external pressure coefficients for vaulted structures and there are coefficients 
 for partially open building but im asking for a structure which is 60m span 
 vaulted shape starts from ground level raising for 40m then descend to 
ground level. Also other two sides completely open in this case how can i 
calculate windloads for this type of job using ASCE??Thanks in advanceHakan 
Ezcan =

Post your message to the list by sending it to: 

The email messages sent to the list will be saved in an archive on the World Wide Web.
These archives are located at:

To contact the list owner, send your message to:

Sponsored By: Pacific Structural & Forensic Engineers Group, Inc. (PSFEG)

To unsubscribe, switch to/from digest, get on/off vacation, or change your email address, click here.