For each member, this window displays the governing internal forces, that is, the forces and moments that result in the maximum utilization in the individual designs.
Location x
This column shows the respective x-location of the member where the maximum design ratio occurs.
Load Case
This column shows the numbers of the load case as well as the load or result combination whose internal forces result in the maximum design ratio.
Forces / Moments
For each member, this column displays the axial and shear forces as well as the torsional and bending moments producing the maximum ratios in the respective cross-section designs, stability analyses, serviceability limit state designs, and fire resistance designs.
Design According to Formula
The final column gives information on the design types and equations used for performing the designs according to [1], [2], or [4].
Literatur
[1] Eurocode 3: Design of Steel Structures – Part 1‑1: General Rules and Rules for Buildings, EN 1993-1-1:2005. Berlin: Beuth Verlag GmbH.
[2] Eurocode 3: Design of Steel Structures – Part 1-2: General Rules – Structural Fire Design, EN 1993-1-2. Berlin: Beuth Verlag GmbH.
[4] Eurocode 3: Bemessung und Konstruktion von Stahlbauten − Teil 1-4: Ergänzende Regeln zur Anwendung von nichtrostenden Stählen. Beuth Verlag GmbH, Berlin, 2007.