Lateral Torsional Buckling Analysis

Beam Visualization
Section Properties

Section: IPE 400

Height: 400 mm

Width: 180 mm

Material: S355

fy: 355 MPa

Mcr vs Unbraced Length

Critical Buckling Moment (Mcr):
Mcr = C1 * (π²EIy / Lb²) * [√( (J/Iy) + (Lb²Cw / (π²Iy)) )]

Where:

  • C1 = Moment gradient factor (accounts for loading type)
  • E = Young's modulus of elasticity
  • Iy = Minor axis moment of inertia
  • Lb = Unbraced length of compression flange
  • J = Torsional constant
  • Cw = Warping constant
Safety Check:

The beam is considered safe against lateral torsional buckling if:

Md ≤ Mcr / γm1

Where γm1 is the partial safety factor (typically 1.1)

References:
  • Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings (EN 1993-1-1)
  • AISC 360-16: Specification for Structural Steel Buildings
  • IS 800:2007 - General Construction in Steel - Code of Practice