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Ordinary Moment Frames (OMF) per AISC 341-16 §E1
Ordinary Moment Frames (OMF) per AISC 341-16 §E1
- nurgül Kaya
- oğuzcan hadim
- Zeynep Aladağ
Owned by nurgül Kaya
Member Requirements
1- Width-to-thickness ratios of members for OMF are no limitations.
2- Stability bracing of beams in OMF is no requirement.
According to AISC 341-16, the program does not control width-to-thickness ratios and stability bracing of beams or joints.
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