/
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
Last updated: Sept 01, 2023 by oğuzcan hadim
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
Beam-to-Column Connection Requirements for IMF per AISC 341-16 with ideCAD
Beam-to-Column Connection Requirements 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
Width-to-Thickness Ratios for IMF per AISC 341-16 with ideCAD
Width-to-Thickness Ratios for IMF 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