formula_6_31
codes.eurocode.en_1993_1_1_2005.chapter_6_ultimate_limit_state.formula_6_31
Formula 6.31 from EN 1993-1-1:2005: Chapter 6 - Ultimate Limit State.
Classes:
-
Form6Dot31CheckBendingAndAxialForce–Class representing formula 6.31 for bending and axial force.
codes.eurocode.en_1993_1_1_2005.chapter_6_ultimate_limit_state.formula_6_31.Form6Dot31CheckBendingAndAxialForce
Form6Dot31CheckBendingAndAxialForce(m_ed: NMM, m_n_rd: NMM)
Bases: Formula
Class representing formula 6.31 for bending and axial force.
Check the bending and axial force criterion.
EN 1993-1-1:2005 art.6.2.9.1 - Formula (6.31)
Parameters:
-
m_ed(NMM) –[\(M_{Ed}\)] Design value of the applied bending moment [\(Nmm\)].
-
m_n_rd(NMM) –[\(M_{N,Rd}\)] Design plastic moment resistance reduced due to the axial force \(N_{Ed}\) [\(Nmm\)].
Source code in blueprints/codes/eurocode/en_1993_1_1_2005/chapter_6_ultimate_limit_state/formula_6_31.py
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codes.eurocode.en_1993_1_1_2005.chapter_6_ultimate_limit_state.formula_6_31.Form6Dot31CheckBendingAndAxialForce.latex
latex(n: int = 3) -> LatexFormula
Returns LatexFormula object for formula 6.31.
Source code in blueprints/codes/eurocode/en_1993_1_1_2005/chapter_6_ultimate_limit_state/formula_6_31.py
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