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In according to AISC 341-16, designing of SMF should done , structural elements are expected to provide significant inelastic deformation capacity through flexural yielding of the SMF beams and limited yielding of column panel zones.
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In according to AISC 341-16, designing of SMF should done , structural elements are expected to provide significant inelastic deformation capacity through flexural yielding of the SMF beams and limited yielding of column panel zones.
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