formula_3_23
codes.eurocode.en_1992_1_1_2004.chapter_3_materials.formula_3_23
Formula 3.23 from EN 1992-1-1:2004: Chapter 3 - Materials.
Classes:
-
Form3Dot23FlexuralTensileStrength–Class representing formula 3.23 for the calculation of the mean flexural tensile strength of reinforced concrete members.
codes.eurocode.en_1992_1_1_2004.chapter_3_materials.formula_3_23.Form3Dot23FlexuralTensileStrength
Form3Dot23FlexuralTensileStrength(h: MM, f_ctm: MPA)
Bases: Formula
Class representing formula 3.23 for the calculation of the mean flexural tensile strength of reinforced concrete members.
[\(f_{ctm,fl}\)] Mean flexural tensile strength of reinforced concrete members [\(MPa\)].
EN 1992-1-1:2004 art.3.1.8(1) - Formula (3.23)
Parameters:
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h(MM) –[\({h}\)] Total member depth [mm].
-
f_ctm(MPA) –[\({f_{ctm}}\)] Mean axial tensile strength following from table 3.1 [\(MPa\)].
Returns:
-
None–
Source code in blueprints/codes/eurocode/en_1992_1_1_2004/chapter_3_materials/formula_3_23.py
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codes.eurocode.en_1992_1_1_2004.chapter_3_materials.formula_3_23.Form3Dot23FlexuralTensileStrength.latex
latex(n: int = 3) -> LatexFormula
Returns LatexFormula object for formula 3.23.
Source code in blueprints/codes/eurocode/en_1992_1_1_2004/chapter_3_materials/formula_3_23.py
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