formula_6_27
codes.eurocode.en_1992_1_1_2004.chapter_6_ultimate_limit_state.formula_6_27
Formula 6.27 from EN 1992-1-1:2004: Chapter 6 - Ultimate Limit State.
Classes:
-
Form6Dot27ShearForceInWall–Class representing formula 6.27 for the calculation of the shear force in a wall, [\(V_{Ed,i}\)].
codes.eurocode.en_1992_1_1_2004.chapter_6_ultimate_limit_state.formula_6_27.Form6Dot27ShearForceInWall
Form6Dot27ShearForceInWall(tau_t_i_t_ef_i: N_MM, z_i: MM)
Bases: Formula
Class representing formula 6.27 for the calculation of the shear force in a wall, [\(V_{Ed,i}\)].
[\(V_{Ed,i}\)] Shear force in a wall [\(N\)].
EN 1992-1-1:2004 art.6.3.2(1) - Formula (6.27)
Parameters:
-
tau_t_i_t_ef_i(N_MM) –[\(\tau_{t,i} t_{ef,i}\)] Shear stress in a wall of a section subject to a pure torsional moment multiplied with the effective thickness [\(N/mm\)].
-
z_i(MM) –[\(z_{i}\)] is the side length of wall i defined by the distance between the intersection points with the adjacent walls [\(mm\)].
Source code in blueprints/codes/eurocode/en_1992_1_1_2004/chapter_6_ultimate_limit_state/formula_6_27.py
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codes.eurocode.en_1992_1_1_2004.chapter_6_ultimate_limit_state.formula_6_27.Form6Dot27ShearForceInWall.latex
latex(n: int = 3) -> LatexFormula
Returns LatexFormula object for formula 6.27.
Source code in blueprints/codes/eurocode/en_1992_1_1_2004/chapter_6_ultimate_limit_state/formula_6_27.py
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