formula_6_3n
codes.eurocode.en_1992_1_1_2004.chapter_6_ultimate_limit_state.formula_6_3n
Formula 6.3N from EN 1992-1-1:2004: Chapter 6 - Ultimate Limit State.
Classes:
-
Form6Dot3nShearCapacityWithoutRebar–Class representing formula 6.3N for the calculation of the shear capacity without rebar, [\(v_{min}\)].
codes.eurocode.en_1992_1_1_2004.chapter_6_ultimate_limit_state.formula_6_3n.Form6Dot3nShearCapacityWithoutRebar
Form6Dot3nShearCapacityWithoutRebar(k: DIMENSIONLESS, f_ck: MPA)
Bases: Formula
Class representing formula 6.3N for the calculation of the shear capacity without rebar, [\(v_{min}\)].
[\(v_{min}\)] Shear capacity without rebar [\(MPa\)].
EN 1992-1-1:2004 art.6.2.2(1) - Formula (6.3N)
Parameters:
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k(DIMENSIONLESS) –[\(k\)] Factor which depends on the thickness concrete, see formula 6.2 [\(-\)].
-
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_3n.py
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codes.eurocode.en_1992_1_1_2004.chapter_6_ultimate_limit_state.formula_6_3n.Form6Dot3nShearCapacityWithoutRebar.latex
latex(n: int = 3) -> LatexFormula
Returns LatexFormula object for formula 6.3N.
Source code in blueprints/codes/eurocode/en_1992_1_1_2004/chapter_6_ultimate_limit_state/formula_6_3n.py
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