2024-03-09
034966
Method of Verification and Assumption of Imperfections
2024-03-09
034968
Steel Frame
2024-03-09
034970
Defining Effective Lengths
2024-03-09
034971
Static Analysis Settings
2024-03-09
034972
Steel Design Results
2024-03-09
034973
Design Check Details: Reduction Factor for Buckling χ1
2024-03-09
034974
Imperfection Case with Imperfection Type of “Buckling Mode”
2024-03-09
034975
Second-Order Analysis Settings Concerning the Effects of Imperfection in Buckling Mode Shape in RFEM 6
2024-03-09
034976
Defining Global Initial Sway Imperfection in RFEM 6
2024-03-09
034977
Initial Sway
2024-03-09
034978
Global Initial Sway (φ) and Initial Bow (+e)
2024-03-09
034979
Global Initial Sway (φ) and Initial Bow (-e)
2024-03-09
034980
Results of Different Approaches
2024-03-09
034981
Considering Global Sway Imperfections and Stability Check According to 6.3