formula_7_4
codes.eurocode.en_1992_1_1_2004.chapter_7_serviceability_limit_state.formula_7_4
Formula 7.4 from EN 1992-1-1:2004: Chapter 7 - Serviceability Limit State.
Classes:
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Form7Dot4MeanStressConcrete–Class representing formula 7.4 for the calculation of [\(\sigma_c\)].
codes.eurocode.en_1992_1_1_2004.chapter_7_serviceability_limit_state.formula_7_4.Form7Dot4MeanStressConcrete
Form7Dot4MeanStressConcrete(n_ed: N, b: MM, h: MM)
Bases: Formula
Class representing formula 7.4 for the calculation of [\(\sigma_c\)].
[\(\sigma_c\)] Calculation of mean stress of the concrete in the cross-section under consideration [\(MPa\)].
EN 1992-1-1:2004 art.7.3.2(2) - Formula (7.4)
Parameters:
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n_ed(N) –[\(N_{Ed}\)] Axial force at the serviceability limit state acting on the part of the cross-section under consideration (compressive force positive) [\(N\)].
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b(MM) –[\(b\)] Width of the cross-section [\(mm\)].
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h(MM) –[\(h\)] Height of the cross-section [\(mm\)].
Source code in blueprints/codes/eurocode/en_1992_1_1_2004/chapter_7_serviceability_limit_state/formula_7_4.py
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codes.eurocode.en_1992_1_1_2004.chapter_7_serviceability_limit_state.formula_7_4.Form7Dot4MeanStressConcrete.latex
latex(n: int = 3) -> LatexFormula
Returns LatexFormula object for formula 7.4.
Source code in blueprints/codes/eurocode/en_1992_1_1_2004/chapter_7_serviceability_limit_state/formula_7_4.py
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