Column-Beam Moment Ratio Check for IMF per AISC 341-16 with ideCAD
How does ideCAD control the Column-Beam Moment Ratio according to AISC 341-16?
For intermediate steel moment frames, Column-Beam Moment Ratio Check is not obligatory acording to AISC 341-16 E2.
For moderately ductile steel frames or reinforced concrete structural systems with shearwalls and steel frames, the condition of the Column-Beam Moment Ratio Check concept is not obligatory to be complied with.
