formula_7_8
codes.eurocode.en_1992_1_1_2004.chapter_7_serviceability_limit_state.formula_7_8
Formula 7.8 from EN 1992-1-1:2004: Chapter 7 - Serviceability Limit State.
Classes:
-
Form7Dot8CrackWidth–Class representing formula 7.8 for the calculation of the crack width [\(w_k\)].
codes.eurocode.en_1992_1_1_2004.chapter_7_serviceability_limit_state.formula_7_8.Form7Dot8CrackWidth
Form7Dot8CrackWidth(s_r_max: MM, epsilon_sm_minus_epsilon_cm: DIMENSIONLESS)
Bases: Formula
Class representing formula 7.8 for the calculation of the crack width [\(w_k\)].
[\(w_k\)] Calculation of the crack width [\(mm\)].
EN 1992-1-1:2004 art.7.3.4(1) - Formula (7.8)
Parameters:
-
s_r_max(MM) –[\(s_{r,max}\)] Maximum crack spacing [\(mm\)].
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epsilon_sm_minus_epsilon_cm(DIMENSIONLESS) –[\(\epsilon_{sm} - \epsilon_{cm}\)] Difference between mean strain in reinforcement and mean strain in concrete. Followed from formula (7.9) [\(-\)].
Source code in blueprints/codes/eurocode/en_1992_1_1_2004/chapter_7_serviceability_limit_state/formula_7_8.py
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codes.eurocode.en_1992_1_1_2004.chapter_7_serviceability_limit_state.formula_7_8.Form7Dot8CrackWidth.latex
latex(n: int = 3) -> LatexFormula
Returns LatexFormula object for formula 7.8.
Source code in blueprints/codes/eurocode/en_1992_1_1_2004/chapter_7_serviceability_limit_state/formula_7_8.py
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