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Ordinary Moment Frames (OMF) per AISC 341-16 §E1

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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