/
Column-Beam Moment Ratio Check for IMF per AISC 341-16 with ideCAD
Column-Beam Moment Ratio Check for IMF per AISC 341-16 with ideCAD
- nurgül Kaya
- oğuzcan hadim
- Kemalcan Struja (Unlicensed)
- Zeynep Aladağ
Owned by nurgül Kaya
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.
, multiple selections available,
Related content
Column-Beam Moment Ratio Check for SMF per AISC 341-16 with ideCAD
Column-Beam Moment Ratio Check for SMF per AISC 341-16 with ideCAD
More like this
Column and Beam Design for IMF per AISC 341-16 with ideCAD
Column and Beam Design for IMF per AISC 341-16 with ideCAD
More like this
Column and Beam Design for SMF per AISC 341-16 with ideCAD
Column and Beam Design for SMF per AISC 341-16 with ideCAD
More like this
Intermediate Moment Frames (IMF) per AISC 341-16 §E2
Intermediate Moment Frames (IMF) per AISC 341-16 §E2
More like this
Stability Bracing Control Report for IMF per AISC 341-16 with ideCAD
Stability Bracing Control Report for IMF per AISC 341-16 with ideCAD
More like this
Special Moment Frames (SMF) per AISC 341-16 §E3
Special Moment Frames (SMF) per AISC 341-16 §E3
More like this