Plastic Design of Cross-Sections According to EN 1993-1-1

Technical Article

RF-/STEEL EC3 allows you to perform plastic designs of cross‑sections according to EN 1993‑1‑1 [1], Chap. 6.2. You should pay attention to the interaction of loading due to bending and axial force for I‑sections, which is regulated in Chap. 6.2.9.1.

In general, Eq. 6.31 provides the following design criterion for cross‑sections of Class 1 to Class 2:

$${\mathrm M}_\mathrm{Ed}\;<\;{\mathrm M}_{\mathrm N,\mathrm{Rd}}$$

The calculation of MN,Rd is specified in Chap. 6.2.9.1 (Eq. 6.32 to Eq. 6.40) for the following cross‑sections:

  • Solid sections (rectangular)
  • I- and H-sections (doubly symmetrical)
  • Hollow sections (circular and rectangular)

For doubly symmetrical I- and H‑sections subjected to bending around the major axis, Eq. 6.36 applies:

$${\mathrm M}_{\mathrm N,\mathrm y,\mathrm{Rd}}\;=\;{\mathrm M}_{\mathrm{pl},\mathrm y,\mathrm{Rd}}\;\cdot\;\frac{1\;-\;\mathrm n}{1\;-\;0.5\;\mathrm\alpha}$$

Thus, two initial values are included in the calculation:

  1. Design ratio of normal force:
    $$\mathrm n\;=\;\frac{{\mathrm N}_\mathrm{Ed}}{{\mathrm N}_{\mathrm{pl},\mathrm{Rd}}}$$
  2. Cross-section parameter:
    $$\mathrm\alpha\;=\;\frac{\mathrm A\;-\;2\;\cdot\;\mathrm b\;\cdot\;{\mathrm t}_\mathrm f}{\mathrm A}\;\leq\;0.5$$

The standard sets a limit for α at 0.5, and the lowest value of rolled cross‑sections is about 0.2. Graphical evaluation of the interaction according to EN 1993‑1‑1 [1] and DIN 18800 shows almost the same results for the small α.

Figure 01 - Graphical Evaluation of Interaction

The efficiency of the plastic design of cross‑sections depends mainly on the cross‑section parameter α. The evaluation of the current cross‑section series gives the following distribution.

Figure 02 - Cross-Sections and Section Parameter α

This situation can be explained in a simple example. As you can see, a significantly higher load (pure cross‑section design without stability analysis) can be reached when using the cross‑section IPE 200 according to EN 1993‑1‑1 [1] rather than according to DIN 18800.

Figure 03 - Ultimate Limit State According to DIN 18800 and EN 1993-1-1

Reference

[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. (2014). Tiefenbach: Dlubal Software. Download.
[3]   Training Manual EC3. (2016). Leipzig: Dlubal Software.

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