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 design checks.
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 design checks according to [1], [2], or [4].
References
[1] European Committee for Standardization (CEN). (2010). 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] European Committee for Standardization (CEN). (2010). Eurocode 3: Design of Steel Structures – Part 1-2: General Rules – Structural Fire Design, EN 1993-1-2. Berlin: Beuth Verlag GmbH.
[4] European Committee for Standardization (CEN). (2007). Eurocode 3: Design of Steel Structures − Part 1-4: Supplementary rules for stainless steels. Berlin: Beuth Verlag GmbH.