Simplified Calculation of Critical Load According to EN 1993-1-1

Technical Article

Critical load factors and the corresponding mode shapes of any structure can be efficiently determined in RFEM and RSTAB using the RF-STABILITY or RSBUCK add-on module (linear eigenvalue solver or nonlinear analysis).

Optionally, EN 1993-1-1, Section 5.2.1 (4), Expression 5.2, provides a simplified calculation for movable frame structures in buildings (portal frames with shallow roof slope < 26 ° and beam-and-column type plane frames in buildings):
$${\mathrm\alpha}_\mathrm{cr}\;=\;\frac{{\mathrm H}_\mathrm{Ed}}{{\mathrm V}_\mathrm{Ed}}\;\cdot\;\frac{\mathrm h}{{\mathrm\delta}_{\mathrm H,\mathrm{Ed}}}$$
HEd = the total design horizontal load (including potential storey shear)
VEd = the total design vertical load (including potential storey thrust)
δH,Ed = the horizontal displacement at the top of the storey, relative to the bottom of the storey subjected to HEd
h = storey height

This approach applies if the effect of the axial compression in the rafters on the critical load is small. This can be checked by using Expression 5.3 mentioned in Note 2B:
$$\overline{\mathrm\lambda}\;\geq\;0.3\;\cdot\;\sqrt{\mathrm A\;\cdot\;\frac{{\mathrm f}_\mathrm y}{{\mathrm N}_\mathrm{Ed}}}$$
This equation corresponds exactly to the element (739) of DIN 18800-1, but with reversed condition.

The basis of this method is the P-delta analysis. However, Expression 5.2 can also be derived from the Dischinger factor by the relation of the initial moment M0 to the additional moment ∆M:
$${\mathrm\alpha}_\mathrm{cr}\;=\;\frac1{\mathrm q}\;=\;\frac{{\mathrm M}_0}{\triangle\mathrm M}\;=\;\frac{{\mathrm H}_\mathrm{Ed}\;\cdot\;\mathrm h}{{\mathrm V}_\mathrm{Ed}\;\cdot\;{\mathrm\delta}_{\mathrm H,\mathrm{Ed}}}$$


The calculation is illustrated on the following example of a movable frame.

Figure 01 - Structural System

Figure 02 - Deformations

These initial values are used in the equation 5.2, resulting in a critical load factor of:
$${\mathrm\alpha}_\mathrm{cr}\;=\;\frac{20\;\mathrm{kN}}{100\;\mathrm{kN}}\;\cdot\;\frac{6.0\;\mathrm m}{0.0318\;\mathrm m}\;=\;37.74$$

RF-STABILITY (linear eigenvalue solver) or RSBUCK allows you to quickly determine the exact result of the critical load factor as well as the mode shape with antimetric stability failure.

Figure 03 - Critical Load Factor in RF-STABILITY


[1]  Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings; EN 1993-1-1: 2010-12
[2]  Training Manual EC3. Leipzig: Dlubal Software.



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