formula_6_10abn
codes.eurocode.en_1992_1_1_2004.chapter_6_ultimate_limit_state.formula_6_10abn
Formula 6.10a/bN from EN 1992-1-1:2004: Chapter 6 - Ultimate limit state.
Classes:
-
Form6Dot10abnStrengthReductionFactor–Class representing formula 6.10a/bN for the calculation of the strength reduction factor for concrete cracked in shear.
codes.eurocode.en_1992_1_1_2004.chapter_6_ultimate_limit_state.formula_6_10abn.Form6Dot10abnStrengthReductionFactor
Form6Dot10abnStrengthReductionFactor(f_ck: MPA)
Bases: Formula
Class representing formula 6.10a/bN for the calculation of the strength reduction factor for concrete cracked in shear.
[\(\nu_{1}\)] Strength reduction factor for concrete cracked in shear [\(-\)].
EN 1992-1-1:2004 art.6.2.3(3) - Formula (6.10.aN and 6.10.bN)
Parameters:
-
f_ck(MPA) –[\(f_{ck}\)] Characteristic compressive strength of concrete [\(MPa\)].
Source code in blueprints/codes/eurocode/en_1992_1_1_2004/chapter_6_ultimate_limit_state/formula_6_10abn.py
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codes.eurocode.en_1992_1_1_2004.chapter_6_ultimate_limit_state.formula_6_10abn.Form6Dot10abnStrengthReductionFactor.latex
latex(n: int = 3) -> LatexFormula
Returns LatexFormula object for formula 6.10a/bN.
Source code in blueprints/codes/eurocode/en_1992_1_1_2004/chapter_6_ultimate_limit_state/formula_6_10abn.py
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