Uniform Force Method
Uniform Force Method
(OP)
I am reviewing a colleague's connection for a brace to beam to column connection. The brace is only connected to the beam and not the column.
Does anyone have a design example for this connection using the uniform force method? I found the one in the AISC CD manual but it is not very helpful.
Does anyone have a design example for this connection using the uniform force method? I found the one in the AISC CD manual but it is not very helpful.






RE: Uniform Force Method
RE: Uniform Force Method
RE: Uniform Force Method