Influence of the Parameters for Lateral-Torsional Buckling on the Design in RF-/STEEL EC3

Technical Article

The input windows in RF-/STEEL EC3 distinguish between the flexural and lateral-torsional buckling analysis. In the following, an example will show the parameters for lateral-torsional buckling.

Figure 01 - Cantilever with Lateral Support

A previous article has already shown the effects of the lateral intermediate supports as well as the effective lengths Lcr,y/z. The parameters for lateral-torsional buckling additionally include the lengths Lw and LT as well as the effective length factor kz and the warping length factor kw for a more detailed definition.

Figure 02 - Input Window of RF-/STEEL EC3

Effective Length Factor kz

An internal eigenvalue solver can be used to determine the ideal lateral-torsional buckling moment. It requires an internal member model with four degrees of freedom (uy, φz, φx, ω).

Figure 03 - Axis Definition

The factor kz controls the support at the member start and member end with regard to the degrees of freedom uy (displacement in y) and φz (rotation about z). In this example, both parameters are fixed at the member start. At the member end, it can only be assumed that the displacement in uy is restricted. This situation corresponds to the definition kz = 0.7le.

Figure 04 - Effective Length and Warping Length Factors

Warping Length Factor kw

This parameter is also used to support the internal member model. It controls the two remaining degrees of freedom φx (rotation about x) and ω (warping). Due to the restraint of the beam, both degrees of freedom are fixed at the start. At the free end, φx or ω will not be fixed. This corresponds to the definition kw = 2.0le.

Warping Length Lw

The warping length is included in the determination of Mcr. It corresponds to the distance of the lateral and torsional restraints and is thus not necessarily identical to the effective length Lcr,z. This becomes also apparent when comparing the elastic critical moments Mcr between RF-/STEEL EC3 and LTBeamN (program to determine critical loads).

The effective length Lcr,z = 0.7 ⋅ L (analogous to Euler Case 3). In contrast to this, the warping length is applied with Lw = L. In RF-/STEEL EC3, the Mcr for this results in 105.90 kNm. This corresponds to the result of the program LTBeamN, which calculates Mcr = 105.77 kNm. For comparison: Using the warping length of 0.7 ⋅ L would have resulted in Mcr = 174 kNm.

Figure 05 - Comparing RF-/STEEL EC3 and LTBeamN

Torsional Length LT

The torsional length is the governing length for the torsional buckling analysis according to [1]. It is only performed for compressive force only. It has no effect on the lateral-torsional buckling analysis. In the example, it is applied equal to the member length.

Comparing with the Input by Means of Nodal Supports Analogous to Window 1.7

By designing sets of members according to 6.3.4 [1], RF-/STEEL EC3 offers the possibility to directly define the internal member model by means of nodal supports. The four degrees of freedom are available here. In the following comparison of the input options, we want to clarify that it is possible to have the same result. The structural system will remain identical for this purpose. Only the loading as well as the cross-section will be changed. Instead of IPE 160, a simple symmetric T-section is selected. Thus, the design according to 6.3.4 [1] will be necessary. In the figure below, you can see a comparative overview of the input by effective lengths on the left and by nodal supports on the right. The result proves the assumption made at the beginning.

Figure 06 - Comparing Input Options


RF-/STEEL EC3 generally assumes a single-span beam with lateral and torsional restraint. The default parameters are aligned with it. With these preset factors, the user has the option to display other structural systems. It is finally up to the user to decide which degrees of freedom will remain in the respective nodal points.


Warping length Torsional length Effective length factor Warping length factor Lateral-torsional buckling Warping


[1]   Eurocode 3: Design of steel structures - Part 1‑1: General rules and rules for buildings; EN 1993‑1‑1:2010‑12
[2]   Manual RF-/STEEL EC3. (2018). Tiefenbach: Dlubal Software.



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