Effective Length for X-Braces
Effective Length for X-Braces
(OP)
What are most designers using for effective brace lengths for steel X-bracing (CBF)? The telecommunications industry TIA/EIA has reduction values base upon ASCE 10-97 "Design of Latticed Steel Transmission Structures", but what does AISC or IBC say about this issue?
TIA
TIA






RE: Effective Length for X-Braces
DBD
RE: Effective Length for X-Braces
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