formula_6_31
codes.eurocode.en_1992_1_1_2004.chapter_6_ultimate_limit_state.formula_6_31
Formula 6.31 from EN 1992-1-1:2004: Chapter 6 - Ultimate Limit State.
Classes:
-
Form6Dot31CheckTorsionShearResistanceRectangular–Class representing formula 6.31 for checking the maximum resistance of a member subjected to torsion and shear.
codes.eurocode.en_1992_1_1_2004.chapter_6_ultimate_limit_state.formula_6_31.Form6Dot31CheckTorsionShearResistanceRectangular
Form6Dot31CheckTorsionShearResistanceRectangular(
t_ed: NMM, t_rd_c: NMM, v_ed: N, v_rd_c: N
)
Bases: Formula
Class representing formula 6.31 for checking the maximum resistance of a member subjected to torsion and shear.
Check the maximum resistance of a member subjected to torsion and shear.
EN 1992-1-1:2004 art.6.3.2(4) - Formula (6.31)
Parameters:
-
t_ed(NMM) –[\(T_{Ed}\)] Design torsional moment [\(Nmm\)].
-
t_rd_c(NMM) –[\(T_{Rd,c}\)] the torsional cracking moment, which may be determined by setting tau_t,i = fctd [\(Nmm\)].
-
v_ed(N) –[\(V_{Ed}\)] Design transverse force [\(N\)].
-
v_rd_c(N) –[\(V_{Rd,c}\)] follows from Expression (6.2) [\(N\)].
Source code in blueprints/codes/eurocode/en_1992_1_1_2004/chapter_6_ultimate_limit_state/formula_6_31.py
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codes.eurocode.en_1992_1_1_2004.chapter_6_ultimate_limit_state.formula_6_31.Form6Dot31CheckTorsionShearResistanceRectangular.latex
latex(n: int = 3) -> LatexFormula
Returns LatexFormula object for formula 6.31.
Source code in blueprints/codes/eurocode/en_1992_1_1_2004/chapter_6_ultimate_limit_state/formula_6_31.py
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