formula_6_56
codes.eurocode.en_1992_1_1_2004.chapter_6_ultimate_limit_state.formula_6_56
Formula 6.56 from EN 1992-1-1:2004: Chapter 6 - Ultimate Limit State.
Classes:
-
Form6Dot56DesignStrengthConcreteStrussTransverseTension–Class representing formula 6.56 for the calculation of [\(\sigma_{Rd,max}\)].
codes.eurocode.en_1992_1_1_2004.chapter_6_ultimate_limit_state.formula_6_56.Form6Dot56DesignStrengthConcreteStrussTransverseTension
Form6Dot56DesignStrengthConcreteStrussTransverseTension(
nu_prime: DIMENSIONLESS, f_cd: MPA
)
Bases: Formula
Class representing formula 6.56 for the calculation of [\(\sigma_{Rd,max}\)].
[\(\sigma_{Rd,max}\)] Calculation of [\(\sigma_{Rd,max}\)].
EN 1992-1-1:2004 art.6.5.2(2) - Formula (6.56)
Parameters:
-
nu_prime(float) –[\(\nu'\)] Factor for transverse tension [-]. The value of \(\nu'\) for use in a Country may be found in its National Annex. The recommended value is given by equation (6.57N).
-
f_cd(float) –[\(f_{cd}\)] Design compressive strength of concrete [\(MPa\)].
Source code in blueprints/codes/eurocode/en_1992_1_1_2004/chapter_6_ultimate_limit_state/formula_6_56.py
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codes.eurocode.en_1992_1_1_2004.chapter_6_ultimate_limit_state.formula_6_56.Form6Dot56DesignStrengthConcreteStrussTransverseTension.latex
latex(n: int = 3) -> LatexFormula
Returns LatexFormula object for formula 6.56.
Source code in blueprints/codes/eurocode/en_1992_1_1_2004/chapter_6_ultimate_limit_state/formula_6_56.py
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