vhmehta
Well-known member
I was going through the AISC (13th edition) Tension design when I came across the topic: "Tension design for Pin connected members".
Where does this design criteria apply. I have never used that critiria and wanted to know whether it is something to be used for webs of the truss which are pin connected or is there a particular example where it can be used.
Thanks,
Where does this design criteria apply. I have never used that critiria and wanted to know whether it is something to be used for webs of the truss which are pin connected or is there a particular example where it can be used.
Thanks,