formula_6_72
codes.eurocode.en_1992_1_1_2004.chapter_6_ultimate_limit_state.formula_6_72
Formula 6.72 from EN 1992-1-1:2004: Chapter 6 - Ultimate limit state.
Classes:
-
Form6Dot72FatigueResistanceConcreteCompression–Class representing formula 6.72 for checking the fatigue resistance of concrete under compression.
codes.eurocode.en_1992_1_1_2004.chapter_6_ultimate_limit_state.formula_6_72.Form6Dot72FatigueResistanceConcreteCompression
Form6Dot72FatigueResistanceConcreteCompression(
e_cd_max_equ: MPA, r_equ: DIMENSIONLESS
)
Bases: Formula
Class representing formula 6.72 for checking the fatigue resistance of concrete under compression.
Check the fatigue resistance of concrete under compression.
EN 1992-1-1:2004 art.6.8.7(1) - Formula (6.72)
Parameters:
-
e_cd_max_equ(MPA) –[\(E_{cd,max,equ}\)] Maximum compressive stress level [\(MPa\)].
-
r_equ(DIMENSIONLESS) –[\(R_{equ}\)] Stress ratio [\(-\)].
Source code in blueprints/codes/eurocode/en_1992_1_1_2004/chapter_6_ultimate_limit_state/formula_6_72.py
18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 | |
codes.eurocode.en_1992_1_1_2004.chapter_6_ultimate_limit_state.formula_6_72.Form6Dot72FatigueResistanceConcreteCompression.latex
latex(n: int = 3) -> LatexFormula
Returns LatexFormula object for formula 6.72.
Source code in blueprints/codes/eurocode/en_1992_1_1_2004/chapter_6_ultimate_limit_state/formula_6_72.py
50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 | |