Puter truss for stabalizing a steel chimney, wind action

[Mhjbahrami]

Hello,I have to model a steel chimney, up to 500 meters, which is stabalized by outer truss structure, much like a lattice tower, i have problem modelijg wind action, i dont know the effect of the puter truss structure om the chimney, and like if i can use pressure coefficinets given by the codes
Thanks

 

[ztengguy]

1640 ft truss? Can you post a sketch of the section/elevation. I am not familiar with puter truss.

 

[JStephen]

If you're actually in charge of designing the project, I believe there are some consultants out there that specialize in some of the issues involved, and you need to start looking for them.

If this is some kind of hypothetical/homework/thesis type project, student posts are not permitted in the forums.