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"Hey, maybe mine approach would be helpful: - if you need only cross sections with 1…" Wojciech Radaczyński replied Nov 30, 2018 to Class 4 cross sections	6	Dec 5, 2018 Reply by Silas Wettendorff Pedersen
"Hey, I think sorting out class 4 sections is the best approach for me. Would you a…" Silas Wettendorff Pedersen replied Dec 3, 2018 to Class 4 cross sections	6	Dec 5, 2018 Reply by Silas Wettendorff Pedersen
"Hey, in structures with a lot of members I would just sort out 4 class like you sai…" Wojciech Radaczyński replied Dec 3, 2018 to Class 4 cross sections	6	Dec 5, 2018 Reply by Silas Wettendorff Pedersen
"Hello Silas, Karamba3D 1.3.1. does not calculate reduced effective cross section pro…" Karamba3D replied Dec 5, 2018 to Class 4 cross sections	6	Dec 5, 2018 Reply by Silas Wettendorff Pedersen
"Hey, Im no expert either, so it is going to be that way :) Best regards Silas " Silas Wettendorff Pedersen replied Dec 3, 2018 to Class 4 cross sections	6	Dec 5, 2018 Reply by Silas Wettendorff Pedersen
"Hey, Thanks for the reply, I will stay in class 1 to 3. Best, Silas" Silas Wettendorff Pedersen replied Dec 5, 2018 to Class 4 cross sections	6	Dec 5, 2018 Reply by Silas Wettendorff Pedersen
"Hello Silas, thanks for your post! I will check that. Best, Clemens" Karamba3D replied Dec 5, 2018 to Different utilization of the same cross section	5	Jan 6, 2019 Reply by Karamba3D
"Hey Clemens, I have also found out that Karamba can not reduce the buckling length…" Silas Wettendorff Pedersen replied Dec 5, 2018 to Different utilization of the same cross section	5	Jan 6, 2019 Reply by Karamba3D
"Hi Silas, in case the true buckling length deviates from the simplified assumptions…" Karamba3D replied Dec 5, 2018 to Different utilization of the same cross section	5	Jan 6, 2019 Reply by Karamba3D
"Hey Clemens, Thanks for the reply, I wasnt aware of that you can manually set the b…" Silas Wettendorff Pedersen replied Dec 6, 2018 to Different utilization of the same cross section	5	Jan 6, 2019 Reply by Karamba3D