formula_8_42
codes.eurocode.fpr_en_1992_1_1_2023.chapter_8_ultimate_limit_states.formula_8_42
Formula 8.42 from FprEN-1992-1-1:2023: Chapter 8: Ultimate limit states (ULS).
Classes:
-
Form8Dot42ShearStressResistanceReinforcement–Class representing formula 8.42 for the shear stress resistance perpendicular to the longitudinal
codes.eurocode.fpr_en_1992_1_1_2023.chapter_8_ultimate_limit_states.formula_8_42.Form8Dot42ShearStressResistanceReinforcement
Form8Dot42ShearStressResistanceReinforcement(
rho_w: DIMENSIONLESS, f_ywd: MPA, theta: DEG
)
Bases: Formula
Class representing formula 8.42 for the shear stress resistance perpendicular to the longitudinal member axis in case of yielding of the shear reinforcement.
FprEN 1992-1-1:2023 art. 8.2.3 (5) - Formula (8.42)
Formula
[\(\tau_{Rd,sy} = \rho_w \cdot f_{ywd} \cdot \cot \theta\)]
Parameters:
-
rho_w(DIMENSIONLESS) –[\(\rho_w\)] Shear reinforcement ratio (dimensionless). Defined in formula (8.42).
-
f_ywd(MPA) –[\(f_{ywd}\)] Design yield strength of the shear reinforcement (\(MPa\)).
-
theta(DEG) –[\(\theta\)] Angle of the inclination angle of the compression strut [\(degrees\)].
Source code in blueprints/codes/eurocode/fpr_en_1992_1_1_2023/chapter_8_ultimate_limit_states/formula_8_42.py
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codes.eurocode.fpr_en_1992_1_1_2023.chapter_8_ultimate_limit_states.formula_8_42.Form8Dot42ShearStressResistanceReinforcement.latex
latex(n: int = 3) -> LatexFormula
Returns LatexFormula object for formula 8.42.
Source code in blueprints/codes/eurocode/fpr_en_1992_1_1_2023/chapter_8_ultimate_limit_states/formula_8_42.py
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