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
🙏 Wait! Before You Go...
🎉 Loved this tool? Help others discover it by sharing:
👍 Like or Subscribe for updates: