Hello
I'm having a problem with light steel framing analysis.
How engineers often consider connections in structural analysis of LSF system? Pinned, fixed?
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For this image: all the connections are considered pinned?
Most are torsionally fixed. I can't remember the last time I saw a LG moment connection. Pre-engineered carports around here use them at the peak. I have seen the calcs on them and they seem sketch AF though.