formula_5_40b
codes.eurocode.en_1992_1_1_2004.chapter_5_structural_analysis.formula_5_40b
Formula 5.40b from EN 1992-1-1:2004: Chapter 5 - Structural Analysis.
Classes:
-
Form5Dot40bCheckLateralInstability–Class representing formula 5.40b for checking lateral instability in transient situations.
codes.eurocode.en_1992_1_1_2004.chapter_5_structural_analysis.formula_5_40b.Form5Dot40bCheckLateralInstability
Form5Dot40bCheckLateralInstability(l_0t: M, b: M, h: M)
Bases: Formula
Class representing formula 5.40b for checking lateral instability in transient situations.
Check the conditions to ignore second order effects in connection with lateral instability.
EN 1992-1-1:2004 art.5.9(3) - Formula (5.40b)
Parameters:
-
l_0t(M) –[\(l_{0t}\)] is the distance between torsional restraints [\(m\)].
-
b(M) –[\(b\)] is the width of compression flange [\(m\)].
-
h(M) –[\(h\)] is the total depth of beam in central part of [\(l_{0t}\)] [\(m\)].
Source code in blueprints/codes/eurocode/en_1992_1_1_2004/chapter_5_structural_analysis/formula_5_40b.py
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codes.eurocode.en_1992_1_1_2004.chapter_5_structural_analysis.formula_5_40b.Form5Dot40bCheckLateralInstability.latex
latex(n: int = 3) -> LatexFormula
Returns LatexFormula object for formula 5.40b.
Source code in blueprints/codes/eurocode/en_1992_1_1_2004/chapter_5_structural_analysis/formula_5_40b.py
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