Puter truss for stabalizing a steel chimney, wind action
Puter truss for stabalizing a steel chimney, wind action
(OP)
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
Thanks






RE: Puter truss for stabalizing a steel chimney, wind action
RE: Puter truss for stabalizing a steel chimney, wind action
If this is some kind of hypothetical/homework/thesis type project, student posts are not permitted in the forums.