Skip to main content
Skip table of contents

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.

JavaScript errors detected

Please note, these errors can depend on your browser setup.

If this problem persists, please contact our support.