formula_5_14
codes.eurocode.en_1992_1_1_2004.chapter_5_structural_analysis.formula_5_14
Formula 5.14 from EN 1992-1-1:2004: Chapter 5 - Structural Analysis.
Classes:
-
Form5Dot14SlendernessRatio–Class representing formula 5.14 for the calculation of the slenderness ratio, [\(\lambda\)].
codes.eurocode.en_1992_1_1_2004.chapter_5_structural_analysis.formula_5_14.Form5Dot14SlendernessRatio
Form5Dot14SlendernessRatio(l_0: M, i: M)
Bases: Formula
Class representing formula 5.14 for the calculation of the slenderness ratio, [\(\lambda\)].
[\(\lambda\)] Slenderness ratio [\(-\)].
EN 1992-1-1:2004 art.5.8.3.2(1) - Formula (5.14)
Parameters:
-
l_0(M) –[\(l_{0}\)] Effective length [\(m\)]. Use your own implementation of this value or use :class:
Form5Dot15EffectiveLengthBracedor :class:Form5Dot15EffectiveLengthUnbraced. -
i(M) –[\(i\)] Radius of gyration of the uncracked concrete section [\(m\)].
Source code in blueprints/codes/eurocode/en_1992_1_1_2004/chapter_5_structural_analysis/formula_5_14.py
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codes.eurocode.en_1992_1_1_2004.chapter_5_structural_analysis.formula_5_14.Form5Dot14SlendernessRatio.latex
latex(n: int = 3) -> LatexFormula
Returns LatexFormula object for formula 5.14.
Source code in blueprints/codes/eurocode/en_1992_1_1_2004/chapter_5_structural_analysis/formula_5_14.py
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