formula_6_25
codes.eurocode.en_1993_1_1_2005.chapter_6_ultimate_limit_state.formula_6_25
Formula 6.25 from EN 1993-1-1:2005: Chapter 6 - Ultimate Limit State.
Classes:
-
Form6Dot25CheckCombinedShearForceAndTorsionalMoment–Class representing formula 6.25 for combined shear force and torsional moment.
codes.eurocode.en_1993_1_1_2005.chapter_6_ultimate_limit_state.formula_6_25.Form6Dot25CheckCombinedShearForceAndTorsionalMoment
Form6Dot25CheckCombinedShearForceAndTorsionalMoment(v_ed: N, v_pl_t_rd: N)
Bases: Formula
Class representing formula 6.25 for combined shear force and torsional moment.
Check the combined shear force and torsional moment.
EN 1993-1-1:2005 art.6.2.7(9) - Formula (6.25)
Parameters:
-
v_ed(N) –[\(V_{Ed}\)] Design shear force [\(N\)].
-
v_pl_t_rd(N) –[\(V_{pl,T,Rd}\)] Plastic shear resistance accounting for torsional effects, derived from equation 6.26, 6.27 or 6.28 [\(N\)].
Source code in blueprints/codes/eurocode/en_1993_1_1_2005/chapter_6_ultimate_limit_state/formula_6_25.py
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codes.eurocode.en_1993_1_1_2005.chapter_6_ultimate_limit_state.formula_6_25.Form6Dot25CheckCombinedShearForceAndTorsionalMoment.latex
latex(n: int = 3) -> LatexFormula
Returns LatexFormula object for formula 6.25.
Source code in blueprints/codes/eurocode/en_1993_1_1_2005/chapter_6_ultimate_limit_state/formula_6_25.py
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