formula_8_20
codes.eurocode.en_1992_1_1_2004.chapter_8_detailing_of_reinforcement_and_prestressing_tendons.formula_8_20
Formula 8.20 from EN 1992-1-1:2004: Chapter 8: Detailing of reinforcement and prestressing tendons.
Classes:
-
Form8Dot20BondStrengthAnchorageULS–Class representing formula 8.20 for the calculation of bond strength for anchorage in the ultimate limit state [\(f_{bpd}\)].
codes.eurocode.en_1992_1_1_2004.chapter_8_detailing_of_reinforcement_and_prestressing_tendons.formula_8_20.Form8Dot20BondStrengthAnchorageULS
Form8Dot20BondStrengthAnchorageULS(
eta_p2: DIMENSIONLESS, eta_1: DIMENSIONLESS, f_ctd: MPA
)
Bases: Formula
Class representing formula 8.20 for the calculation of bond strength for anchorage in the ultimate limit state [\(f_{bpd}\)].
EN 1992-1-1:2004 art.8.10.2.2(3) - Formula (8.20)
Parameters:
-
eta_p2(DIMENSIONLESS) –[\(\eta_{p2}\)] Coefficient that takes into account the type of tendon and the bond situation at anchorage [\(-\)].
1.4 for indented wires or 1.2 for 7-wire strands.
-
eta_1(DIMENSIONLESS) –[\(\eta_{1}\)] Coefficient for concrete, defined in 8.10.2.2 (1) [\(-\)].
-
f_ctd(MPA) –Design tensile strength of concrete [\(MPa\)].
Source code in blueprints/codes/eurocode/en_1992_1_1_2004/chapter_8_detailing_of_reinforcement_and_prestressing_tendons/formula_8_20.py
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codes.eurocode.en_1992_1_1_2004.chapter_8_detailing_of_reinforcement_and_prestressing_tendons.formula_8_20.Form8Dot20BondStrengthAnchorageULS.latex
latex(n: int = 3) -> LatexFormula
Returns LatexFormula object for formula 8.20.
Source code in blueprints/codes/eurocode/en_1992_1_1_2004/chapter_8_detailing_of_reinforcement_and_prestressing_tendons/formula_8_20.py
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