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For the How does ideCAD control the Column-Beam Moment Ratio according to AISC 341-16?

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  • For intermediate steel moment frames, Column-Beam Moment Ratio Check is not obligatory acording to AISC 341-16 E2.

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For moderately ductile steel frames or reinforced concrete structural system systems with shearwalls and steel frames, the condition of the Strong-Column and Weak-Beam (SC/WB) Moment Ratio Check concept is not obligatory to be complied with.

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