Steel polygon section calculation is not done

S

sensea

New Member
I am working with the sections shown in the attachment. But when the analysis is done and the controls are provided, it seems that no calculations have been made. Where could I be going wrong?
 
Hello there; If you produce polygonal sections for steel columns, the program does not design because it does not comply with regulations. There is no study for sections like your column sections in Turkish Steel Regulations and regulations such as AISC, TS EN. That's why you can't see any results. Good work.
 
THANKS... HOW DOES THE RESULT HAPPEN WHEN WORKING WITH KNOWN SECTIONS AND DETERMINING THE INERITIVE VALUES OF THE RANGE ON THESE SECTIONS? ARE WE USING THE CORRECT METHOD...?
 
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