I Sections Log in to activate the app

Geometry

Steel Grade
Section Family
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)   Ze (Y)

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

Axis X

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

Capacities
ΦMsx (KN.m)   ΦNsx (KN)
ΦMbx (KN.m)   ΦNcx (KN)
ΦVweb (KN)


Axis Y

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

Capacities
ΦMsy (KN.m)   ΦNsy (KN)
ΦMby (KN.m)   ΦNcy (KN)