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Special Moment Frame Connection to the Weak Axis of a Wide-Flange Column
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NSTL
Is there any design and detailing information on special moment frames (SMFs) connected to the web of a column? I am not aware of any design or detailing resources for an SMF with the beam connecting to the column web as you describe。 I am also not aware of any specific section of the AISC Seismic Provisions for Structural Steel Buildings (ANSI/AISC 341) that expressly prohibits the column orientation you describe。 However， there are provisions that would make this condition impractical。
NSTL
