formula_5_1
codes.eurocode.national_annex.nl.nen_en_1993_1_1_2006.chapter_5_structural_analysis.formula_5_1
Formula 5.1 from NEN-EN 1993-1-1:2006: Chapter 5 - Structural Analysis.
Classes:
-
Form5Dot1NLCriteriumDisregardSecondOrderEffects–Class representing formula 5.1 to check whether second order effects of a structure can be disregarded
codes.eurocode.national_annex.nl.nen_en_1993_1_1_2006.chapter_5_structural_analysis.formula_5_1.Form5Dot1NLCriteriumDisregardSecondOrderEffects
Form5Dot1NLCriteriumDisregardSecondOrderEffects(
f_cr: N, f_ed: N, analysis_type: Literal["elastic", "plastic"]
)
Bases: Form5Dot1CriteriumDisregardSecondOrderEffects
Class representing formula 5.1 to check whether second order effects of a structure can be disregarded or not.
This is the Dutch National Annex version which modifies the base Eurocode values.
Source: NEN-EN 1993-1-1:2006+A1:2014+NB:2016 - Formula 5.1
Notes
This formula is based on NEN-EN 1993-1-1:2006+A1:2014+NB:2016. Previous versions (NEN-EN 1993-1-1:2006) may have different values.
Check if second order effects of a structure can be disregarded.
NEN-EN 1993-1-1:2006 - Formula (5.1)
Parameters:
-
f_cr(N) –[\(F_{cr}\)] Elastic critical buckling load for global instability mode based on initial elastic stiffness.
-
f_ed(N) –[\(F_{Ed}\)] Design loading on the structure.
-
analysis_type(Literal['elastic', 'plastic']) –Type of analysis being performed (elastic or plastic).
Source code in blueprints/codes/eurocode/national_annex/nl/nen_en_1993_1_1_2006/chapter_5_structural_analysis/formula_5_1.py
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