Section Dimensions
Major (H1)
Minor (H2)
Major (H1)
mm
mm
mm
mm
Minor (H2)
mm
mm
mm
mm
Steel Material
MPa
MPa
Unbraced Length
m
m
m
Effective Length Factor
Design Load
kN
kN·m
kN·m
kN
kN
📊 Analysis Results
Compressive
Pu/φPn =
-
대기
Bending X
Mux/φMnx =
-
대기
Bending Y
Muy/φMny =
-
대기
P-M-M
Combined =
-
대기
Shear X
Vux/φVnx =
-
대기
Shear Y
Vuy/φVny =
-
대기