503 feature request add formulas 6.17-6.22 from nen-en-1993-1-1

blueprints/codes/eurocode/nen_en_1993_1_1_c2_a1_2016/chapter_6_ultimate_limit_state/formula_6_17.py

@@ -0,0 +1,65 @@
+"""Formula 6.17 from NEN-EN 1993-1-1+C2+A1:2016: Chapter 6 - Ultimate Limit State."""
+
+from blueprints.codes.eurocode.nen_en_1993_1_1_c2_a1_2016 import NEN_EN_1993_1_1_C2_A1_2016
+from blueprints.codes.formula import Formula
+from blueprints.codes.latex_formula import LatexFormula, latex_replace_symbols
+from blueprints.type_alias import N
+from blueprints.validations import raise_if_less_or_equal_to_zero, raise_if_negative
+
+
+class Form6Dot17CheckShearForce(Formula):
+    r"""Class representing formula 6.17 for checking the design value of the shear force."""
+
+    label = "6.17"
+    source_document = NEN_EN_1993_1_1_C2_A1_2016
+
+    def __init__(
+        self,
+        v_ed: N,
+        v_c_rd: N,
+    ) -> None:
+        r"""Check the design value of the shear force at each cross section.
+
+        NEN-EN 1993-1-1+C2+A1:2016 art.6.2.6(1) - Formula (6.17)
+
+        Parameters
+        ----------
+        v_ed : N
+            [$V_{Ed}$] Design value of the shear force [$N$].
+        v_c_rd : N
+            [$V_{c,Rd}$] Design shear resistance [$N$].
+        """
+        super().__init__()
+        self.v_ed = v_ed
+        self.v_c_rd = v_c_rd
+
+    @staticmethod
+    def _evaluate(
+        v_ed: N,
+        v_c_rd: N,
+    ) -> bool:
+        """Evaluates the formula, for more information see the __init__ method."""
+        raise_if_less_or_equal_to_zero(v_c_rd=v_c_rd)
+        raise_if_negative(v_ed=v_ed)
+
+        return v_ed / v_c_rd <= 1.0
+
+    def latex(self) -> LatexFormula:
+        """Returns LatexFormula object for formula 6.17."""
+        _equation: str = r"\left( \frac{V_{Ed}}{V_{c,Rd}} \leq 1.0 \right)"
+        _numeric_equation: str = latex_replace_symbols(
+            _equation,
+            {
+                "V_{Ed}": f"{self.v_ed:.3f}",
+                "V_{c,Rd}": f"{self.v_c_rd:.3f}",
+            },
+            False,
+        )
+        return LatexFormula(
+            return_symbol=r"CHECK",
+            result="OK" if self.__bool__() else "\\text{Not OK}",
+            equation=_equation,
+            numeric_equation=_numeric_equation,
+            comparison_operator_label="\\to",
+            unit="",
+        )

blueprints/codes/eurocode/nen_en_1993_1_1_c2_a1_2016/chapter_6_ultimate_limit_state/formula_6_18.py

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+"""Formula 6.18 from NEN-EN 1993-1-1+C2+A1:2016: Chapter 6 - Ultimate Limit State."""
+
+import numpy as np
+
+from blueprints.codes.eurocode.nen_en_1993_1_1_c2_a1_2016 import NEN_EN_1993_1_1_C2_A1_2016
+from blueprints.codes.formula import Formula
+from blueprints.codes.latex_formula import LatexFormula, latex_replace_symbols
+from blueprints.type_alias import DIMENSIONLESS, MM2, MPA, N
+from blueprints.validations import raise_if_less_or_equal_to_zero, raise_if_negative
+
+
+class Form6Dot18DesignPlasticShearResistance(Formula):
+    r"""Class representing formula 6.18 for the calculation of [$V_{pl,Rd}$]."""
+
+    label = "6.18"
+    source_document = NEN_EN_1993_1_1_C2_A1_2016
+
+    def __init__(
+        self,
+        a_v: MM2,
+        f_y: MPA,
+        gamma_m0: DIMENSIONLESS,
+    ) -> None:
+        r"""[$V_{pl,Rd}$] Calculation of the design plastic shear resistance [$N$].
+
+        NEN-EN 1993-1-1+C2+A1:2016 art.6.2.6(2) - Formula (6.18)
+
+        Parameters
+        ----------
+        a_v : MM2
+            [$A_v$] Shear area, to be taken from a subformula from 6.18 [$mm^2$].
+        f_y : MPA
+            [$f_y$] Yield strength of the material [$MPa$].
+        gamma_m0 : DIMENSIONLESS
+            [$\gamma_{M0}$] Partial safety factor for resistance of cross-sections.
+        """
+        super().__init__()
+        self.a_v = a_v
+        self.f_y = f_y
+        self.gamma_m0 = gamma_m0
+
+    @staticmethod
+    def _evaluate(
+        a_v: MM2,
+        f_y: MPA,
+        gamma_m0: DIMENSIONLESS,
+    ) -> N:
+        """Evaluates the formula, for more information see the __init__ method."""
+        raise_if_negative(a_v=a_v, f_y=f_y)
+        raise_if_less_or_equal_to_zero(gamma_m0=gamma_m0)
+
+        return (a_v * (f_y / np.sqrt(3))) / gamma_m0
+
+    def latex(self) -> LatexFormula:
+        """Returns LatexFormula object for formula 6.18."""
+        _equation: str = r"\frac{A_v \cdot (f_y / \sqrt{3})}{\gamma_{M0}}"
+        _numeric_equation: str = latex_replace_symbols(
+            _equation,
+            {
+                r"A_v": f"{self.a_v:.3f}",
+                r"f_y": f"{self.f_y:.3f}",
+                r"\gamma_{M0}": f"{self.gamma_m0:.3f}",
+            },
+            False,
+        )
+        return LatexFormula(
+            return_symbol=r"V_{pl,Rd}",
+            result=f"{self:.3f}",
+            equation=_equation,
+            numeric_equation=_numeric_equation,
+            comparison_operator_label="=",
+            unit="N",
+        )