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Geometry

Steel Grade
Section
Effective Length - Axis X (mm)
Effective Length - Axis Y (mm)
Total Member Length (mm)

Applied Design Actions

Axial N* (kN, − compression)
Moment Mx* (kN·m) Moment My* (kN·m)
Shear Vx* (kN) Shear Vy* (kN)
Global Capacity Ratio
Interaction: -  |  Axial: -  |  Mx: -  |  My: -  |  Vx: -  |  Vy: -
Design notes

Key Properties

fy (N/mm²)   fu (N/mm²)
Class (X)   Class (Y)
Ze (X)   ZeR (Y)
  ZeL (Y)

Section Properties

Depth  Width
tw  tf
Weight (kg/m)  Area
Ix  Iy
Zx  ZyL
 ZyR
Sx  Sy
rx  ry
Iw  J

Axis X

Key Values 
αs  αm 
Moa  ξ 
λ  αc 
αa  η 
Kf  αb 
λn  Mb/Ms 
βm   Transv. load  

Capacities
ΦMsx (kN·m)  ΦNsx (kN)
ΦMbx (kN·m)  ΦNcx (kN)
ΦMix (kN·m)  ΦNcx,8.4.2 (kN)
ΦVweb (kN)

Axis Y

Key Values 
αs  αm 
Moa  ξ 
λ  αc 
αa  η 
Kf  αb 
λn  Mb/Ms 
βm   Transv. load  

Capacities
ΦMsy Left (kN·m)  ΦMsy Right (kN·m)
ΦMby Left (kN·m)  ΦMby Right (kN·m)
ΦNs (kN)  ΦNc (kN)
ΦMiy (kN·m)  ΦNcy,8.4.2 (kN)