formula_5_7
codes.eurocode.en_1993_1_1_2005.chapter_5_structural_analysis.formula_5_7
Formula 5.7 from EN 1993-1-1:2005: Chapter 5 - Structural Analysis.
Classes:
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Form5Dot7DisregardFrameSwayImperfections–Class representing formula 5.7 to check if the sway imperfections of a frame in a building can be disregarded
codes.eurocode.en_1993_1_1_2005.chapter_5_structural_analysis.formula_5_7.Form5Dot7DisregardFrameSwayImperfections
Form5Dot7DisregardFrameSwayImperfections(h_ed: N, v_ed: N)
Bases: ComparisonFormula
Class representing formula 5.7 to check if the sway imperfections of a frame in a building can be disregarded or not.
Check if the sway imperfections in a frame in building can be disregarded.
EN 1993-1-1:2005 - Formula (5.7)
Parameters:
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h_ed(N) –[\(H_{Ed}\)] Design value of the total horizontal load, transferred from the storey. Including equivalent forces according to chapter 5.3.2 (7).
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v_ed(N) –[\(V_{Ed}\)] Design value of the total vertical load on the frame, transferred from the storey.
Source code in blueprints/codes/eurocode/en_1993_1_1_2005/chapter_5_structural_analysis/formula_5_7.py
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codes.eurocode.en_1993_1_1_2005.chapter_5_structural_analysis.formula_5_7.Form5Dot7DisregardFrameSwayImperfections.unity_check
property
unity_check: float
Returns the unity check value.
codes.eurocode.en_1993_1_1_2005.chapter_5_structural_analysis.formula_5_7.Form5Dot7DisregardFrameSwayImperfections.latex
latex(n: int = 2) -> LatexFormula
Returns LatexFormula object for formula 5.7.
Source code in blueprints/codes/eurocode/en_1993_1_1_2005/chapter_5_structural_analysis/formula_5_7.py
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