RF-/STEEL EC3 Version 5/8

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RF-/STEEL EC3 Version 5/8

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4.6 Governing Internal Forces by Member

Figure 4.8 Window 3.1 Governing Internal Forces by Member

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.

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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 [3].

Literatur
[1] Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings; EN 1993-1-1:2010-12
[2] EN 1993-1-2 (2005): Eurocode 3: Design of steel structures - Part 1-2: General rules - Structural fire design [Authority: The European Union Per Regulation 305/2011, Directive 98/34/EC, Directive 2004/18/EC]
[3] EN 1993-1-4 (2006): Eurocode 3: Design of steel structures - Part 1-4: General rules - Supplementary rules for stainless steels [Authority: The European Union Per Regulation 305/2011, Directive 98/34/EC, Directive 2004/18/EC]