Basis of Design
In The design of SMF should be done according to AISC 341-16, designing of SMF should done , in which structural elements are expected to provide significant inelastic deformation capacity through flexural yielding of SMF beams and limited yielding of column panel zones.
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Beams should be braced to provide the requirements for highly ductile members in Section D1.2b.
Lb = 0.095ryE/(RyFy)
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Topics covered in this section:
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