formula_6_33
codes.eurocode.en_1993_1_1_2005.chapter_6_ultimate_limit_state.formula_6_33
Formula 6.33 from EN 1993-1-1:2005: Chapter 6 - Ultimate Limit State.
Classes:
-
Form6Dot33CheckAxialForceY–Class representing formula 6.33 for checking axial force about the y-y axis.
codes.eurocode.en_1993_1_1_2005.chapter_6_ultimate_limit_state.formula_6_33.Form6Dot33CheckAxialForceY
Form6Dot33CheckAxialForceY(n_ed: N, n_pl_rd: N)
Bases: Formula
Class representing formula 6.33 for checking axial force about the y-y axis.
For doubly symmetrical I- and H-sections or other flanges sections, allowance need not be made for the effect of the axial force on the plastic resistance moment about the y-y axis when 6.33 and 6.34 are satisfied.
EN 1993-1-1:2005 art.6.2.9(4) - Formula (6.33)
Parameters:
-
n_ed(N) –[\(N_{Ed}\)] Design axial force [\(N\)].
-
n_pl_rd(N) –[\(N_{pl,Rd}\)] Plastic resistance normal force [\(N\)].
Source code in blueprints/codes/eurocode/en_1993_1_1_2005/chapter_6_ultimate_limit_state/formula_6_33.py
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codes.eurocode.en_1993_1_1_2005.chapter_6_ultimate_limit_state.formula_6_33.Form6Dot33CheckAxialForceY.latex
latex(n: int = 3) -> LatexFormula
Returns LatexFormula object for formula 6.33.
Source code in blueprints/codes/eurocode/en_1993_1_1_2005/chapter_6_ultimate_limit_state/formula_6_33.py
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