formula_6_74
codes.eurocode.en_1992_1_1_2004.chapter_6_ultimate_limit_state.formula_6_74
Formula 6.74 from EN 1992-1-1:2004: Chapter 6 - Ultimate Limit State.
Classes:
-
Form6Dot74MinimumCompressiveStressLevel–Class representing formula 6.74 for the calculation of the minimum compressive stress level [\(E_{cd,min,equ}\)].
codes.eurocode.en_1992_1_1_2004.chapter_6_ultimate_limit_state.formula_6_74.Form6Dot74MinimumCompressiveStressLevel
Form6Dot74MinimumCompressiveStressLevel(sigma_cd_min_equ: MPA, f_cd_fat: MPA)
Bases: Formula
Class representing formula 6.74 for the calculation of the minimum compressive stress level [\(E_{cd,min,equ}\)].
[\(E_{cd,min,equ}\)] Calculation of the minimum compressive stress level.
EN 1992-1-1:2004 art.6.8.7(1) - Formula (6.74)
Parameters:
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sigma_cd_min_equ(MPA) –[\(\sigma_{cd,min,equ}\)] Lower stress of the ultimate amplitude for N cycles [\(MPa\)].
-
f_cd_fat(MPA) –[\(f_{cd,fat}\)] Design fatigue strength of concrete according to (6.76) [\(MPa\)].
Source code in blueprints/codes/eurocode/en_1992_1_1_2004/chapter_6_ultimate_limit_state/formula_6_74.py
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codes.eurocode.en_1992_1_1_2004.chapter_6_ultimate_limit_state.formula_6_74.Form6Dot74MinimumCompressiveStressLevel.latex
latex(n: int = 3) -> LatexFormula
Returns LatexFormula object for formula 6.74.
Source code in blueprints/codes/eurocode/en_1992_1_1_2004/chapter_6_ultimate_limit_state/formula_6_74.py
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