458 documentation issue latex in documentation in chapter 5

blueprints/codes/eurocode/nen_en_1992_1_1_c2_2011/chapter_5_structural_analysis/formula_5_1.py

@@ -10,7 +10,7 @@
 
 
 class Form5Dot1Imperfections(Formula):
-    """Class representing formula 5.1 for the calculation of initial inclination imperfections, Θi."""
+    r"""Class representing formula 5.1 for the calculation of initial inclination imperfections, [$$\Theta_i$$]."""
 
     label = "5.1"
     source_document = NEN_EN_1992_1_1_C2_2011
@@ -21,21 +21,21 @@ def __init__(
         alpha_h: DIMENSIONLESS,
         alpha_m: DIMENSIONLESS,
     ) -> None:
-        """[Θi] Initial inclination imperfections, Θi, is a ratio between height and inclination of the member [-].
+        r"""[$$\\Theta_i$$] Initial inclination imperfections, [$$\\Theta_i$$], is a ratio between height and inclination of the member [-].
 
         NEN-EN 1992-1-1+C2:2011 art.5.2(5) - Formula (5.1)
 
         Parameters
         ----------
         theta_0 : float
-            [Θ0] Basic value [-].
-            Note: The value of Θ0 for use in a Country may be found in its National Annex.
+            [$$\\Theta_0$$] Basic value [-].
+            Note: The value of [$$\\Theta_0$$] for use in a Country may be found in its National Annex.
             The recommended value is 1/200
         alpha_h : float
-            [αh] Reduction factor for length or height [-].
+            [$$\alpha_h$$] Reduction factor for length or height [-].
             Use your own implementation of this value or use the SubForm5Dot1ReductionFactorLengthOrHeight class.
         alpha_m : float
-            [αm] Reduction factor for number of members [-].
+            [$$\alpha_m$$] Reduction factor for number of members [-].
             Use your own implementation of this value or use the SubForm5Dot1ReductionFactorNumberOfMembers class.
         """
         super().__init__()
@@ -65,7 +65,7 @@ def latex(self) -> LatexFormula:
 
 
 class SubForm5Dot1ReductionFactorLengthOrHeight(Formula):
-    """Class representing sub-formula 5.1 for the calculation of the reduction factor for length or height, αh."""
+    r"""Class representing sub-formula 5.1 for the calculation of the reduction factor for length or height, [$$\alpha_h$$]."""
 
     label = "5.1"
     source_document = NEN_EN_1992_1_1_C2_2011
@@ -74,16 +74,16 @@ def __init__(
         self,
         length: M,
     ) -> None:
-        """[αh] Reduction factor for length or height [-].
+        r"""[$$\alpha_h$$] Reduction factor for length or height [-].
 
-        The calculated value of αh is between 2/3 and 1.0.
+        The calculated value of [$$\alpha_h$$] is between 2/3 and 1.0.
 
         NEN-EN 1992-1-1+C2:2011 art.5.2(5) - Formula (5.1)
 
         Parameters
         ----------
         length : M
-            [length] Length or height, see art.5.2(6) [m].
+            [$$\text{length}$$] Length or height, see art.5.2(6) [$$m$$].
         """
         super().__init__()
         self.length = length
@@ -114,7 +114,7 @@ def latex(self) -> LatexFormula:
 
 
 class SubForm5Dot1ReductionFactorNumberOfMembers(Formula):
-    """Class representing sub-formula 5.1 for the calculation of the reduction factor for number of members, αm."""
+    r"""Class representing sub-formula 5.1 for the calculation of the reduction factor for number of members, [$$\alpha_m$$]."""
 
     label = "5.1"
     source_document = NEN_EN_1992_1_1_C2_2011
@@ -123,14 +123,14 @@ def __init__(
         self,
         members: int,
     ) -> None:
-        """[αm] Reduction factor for number of members [-].
+        r"""[$$\alpha_m$$] Reduction factor for number of members [-].
 
         NEN-EN 1992-1-1+C2:2011 art.5.2(5) - Formula (5.1)
 
         Parameters
         ----------
         members : int
-            [m] Number of vertical members contributing to the total effect [-].
+            [$$m$$] Number of vertical members contributing to the total effect [-].
         """
         super().__init__()
         self.members = members

blueprints/codes/eurocode/nen_en_1992_1_1_c2_2011/chapter_5_structural_analysis/formula_5_10a.py

@@ -7,28 +7,28 @@
 
 
 class Form5Dot10aRedistributionOfMomentsLowerFck:
-    r"""Class representing formula 5.10a for the redistribution of moments in continuous beams or slabs when :math:`f_{ck} \leq 50 MPa`."""
+    r"""Class representing formula 5.10a for the redistribution of moments in continuous beams or slabs when [$$f_{ck} \leq 50 MPa$$]."""
 
     label = "5.10a"
     source_document = NEN_EN_1992_1_1_C2_2011
 
     def __init__(self, delta: DIMENSIONLESS, k1: DIMENSIONLESS, k2: DIMENSIONLESS, xu: M, d: M) -> None:
-        r"""[:math:`δ`] Redistribution of moments in continuous beams or slabs when :math:`f_{ck} \leq 50 MPa`.
+        r"""[$$\delta$$] Redistribution of moments in continuous beams or slabs when [$$f_{ck} \leq 50 MPa$$].
 
         NEN-EN 1992-1-1+C2:2011 art.5.5(4) - Formula (5.10a)
 
         Parameters
         ----------
         delta : DIMENSIONLESS
-            [:math:`δ`] is the ratio of the redistributed moment to the elastic moment.
+            [$$\delta$$] is the ratio of the redistributed moment to the elastic moment.
         k1 : DIMENSIONLESS
-            [:math:`k1`] is a coefficient for redistribution.
+            [$$k_1$$] is a coefficient for redistribution.
         k2 : DIMENSIONLESS
-            [:math:`k2`] is a coefficient for redistribution.
+            [$$k_2$$] is a coefficient for redistribution.
         xu : M
-            [:math:`x_u`] is the depth of the compression zone in the ultimate limit state after redistribution.
+            [$$x_u$$] is the depth of the compression zone in the ultimate limit state after redistribution.
         d : M
-            [:math:`d`] is the effective depth of the section.
+            [$$d$$] is the effective depth of the section.
         """
         super().__init__()
         self.delta = delta

blueprints/codes/eurocode/nen_en_1992_1_1_c2_2011/chapter_5_structural_analysis/formula_5_10b.py

@@ -7,28 +7,28 @@
 
 
 class Form5Dot10bRedistributionOfMomentsUpperFck:
-    r"""Class representing formula 5.10b for the redistribution of moments in continuous beams or slabs when :math:`f_{ck} > 50 MPa`."""
+    r"""Class representing formula 5.10b for the redistribution of moments in continuous beams or slabs when [$$f_{ck} > 50 MPa$$]."""
 
     label = "5.10b"
     source_document = NEN_EN_1992_1_1_C2_2011
 
     def __init__(self, delta: DIMENSIONLESS, k3: DIMENSIONLESS, k4: DIMENSIONLESS, xu: M, d: M) -> None:
-        r"""[:math:`δ`] Redistribution of moments in continuous beams or slabs when :math:`f_{ck} > 50 MPa`.
+        r"""[$$\delta$$] Redistribution of moments in continuous beams or slabs when [$$f_{ck} > 50 MPa$$].
 
         NEN-EN 1992-1-1+C2:2011 art.5.5(4) - Formula (5.10b)
 
         Parameters
         ----------
         delta : DIMENSIONLESS
-            [:math:`δ`] is the ratio of the redistributed moment to the elastic moment.
+            [$$\delta$$] is the ratio of the redistributed moment to the elastic moment.
         k3 : DIMENSIONLESS
-            [:math:`k3`] is a coefficient for redistribution.
+            [$$k_3$$] is a coefficient for redistribution.
         k4 : DIMENSIONLESS
-            [:math:`k4`] is a coefficient for redistribution.
+            [$$k_4$$] is a coefficient for redistribution.
         xu : M
-            [:math:`x_u`] is the depth of the compression zone in the ultimate limit state after redistribution.
+            [$$x_u$$] is the depth of the compression zone in the ultimate limit state after redistribution.
         d : M
-            [:math:`d`] is the effective depth of the section.
+            [$$d$$] is the effective depth of the section.
         """
         super().__init__()
         self.delta = delta

blueprints/codes/eurocode/nen_en_1992_1_1_c2_2011/chapter_5_structural_analysis/formula_5_11n.py

@@ -8,7 +8,7 @@
 
 
 class Form5Dot11nShearSlendernessCorrectionFactor(Formula):
-    """Class representing formula 5.11N for the calculation of the shear slenderness correction factor [:math:`k_{λ}`]."""
+    """Class representing formula 5.11N for the calculation of the shear slenderness correction factor [$$k_{λ}$$]."""
 
     label = "5.11N"
     source_document = NEN_EN_1992_1_1_C2_2011
@@ -17,15 +17,15 @@ def __init__(
         self,
         lambda_factor: DIMENSIONLESS,
     ) -> None:
-        """[:math:`k_{λ}`] Shear slenderness correction factor.
+        r"""[$$k_{λ}$$] Shear slenderness correction factor.
 
         NEN-EN 1992-1-1+C2:2011 art.5.6.3(4) - Formula (5.11N)
 
         Parameters
         ----------
         lambda_factor : DIMENSIONLESS
-            [:math:`λ`] ratio of the distance between point of zero and maximum moment after redistribution and
-        effective depth, d [:math:`-`]
+            [$$λ$$] ratio of the distance between point of zero and maximum moment after redistribution and
+        effective depth, d [$$-$$]
 
         Use your own implementation for this value or use :class:`Form5Dot12nRatioDistancePointZeroAndMaxMoment`.
         """

blueprints/codes/eurocode/nen_en_1992_1_1_c2_2011/chapter_5_structural_analysis/formula_5_12n.py

@@ -12,7 +12,7 @@ class Form5Dot12nRatioDistancePointZeroAndMaxMoment(Formula):
 
     Note:
     Ratio of the distance between point of zero and maximum moment after redistribution and
-    effective depth, d. [:math:`λ`]
+    effective depth, d. [$$λ$$]
     """
 
     label = "5.12N"
@@ -24,19 +24,19 @@ def __init__(
         v_sd: KN,
         d: M,
     ) -> None:
-        """[:math:`λ`] ratio of the distance between point of zero and maximum moment after redistribution and
-        effective depth, d [:math:`-`].
+        r"""[$$λ$$] ratio of the distance between point of zero and maximum moment after redistribution and
+        effective depth, d [$$-$$].
 
         NEN-EN 1992-1-1+C2:2011 art.5.6.3(4) - Formula (5.12N)
 
         Parameters
         ----------
         m_sd : KNM
-            [:math:`M_{sd}`] Design moment at the section [:math:`kNm`].
+            [$$M_{sd}$$] Design moment at the section [$$kNm$$].
         v_sd : KN
-            [:math:`V_{sd}`] Design shear force at the section [:math:`kN`].
+            [$$V_{sd}$$] Design shear force at the section [$$kN$$].
         d : M
-            [:math:`d`] Effective depth [:math:`m`].
+            [$$d$$] Effective depth [$$m$$].
         """
         super().__init__()
         self.m_sd = m_sd

blueprints/codes/eurocode/nen_en_1992_1_1_c2_2011/chapter_5_structural_analysis/formula_5_14.py

@@ -8,7 +8,7 @@
 
 
 class Form5Dot14SlendernessRatio(Formula):
-    """Class representing formula 5.14 for the calculation of the slenderness ratio, :math:`λ`."""
+    r"""Class representing formula 5.14 for the calculation of the slenderness ratio, [$$\lambda$$]."""
 
     label = "5.14"
     source_document = NEN_EN_1992_1_1_C2_2011
@@ -18,18 +18,18 @@ def __init__(
         l_0: M,
         i: M,
     ) -> None:
-        """[:math:`λ`] Slenderness ratio [:math:`-`].
+        r"""[$$\lambda$$] Slenderness ratio [$$-$$].
 
         NEN-EN 1992-1-1+C2:2011 art.5.8.3.2(1) - Formula (5.14)
 
         Parameters
         ----------
         l_0 : M
-            [:math:`l_{0}`] Effective length [:math:`m`].
+            [$$l_{0}$$] Effective length [$$m$$].
             Use your own implementation of this value or use :class: `Form5Dot15EffectiveLengthBraced`
             or :class: `Form5Dot15EffectiveLengthUnbraced`.
         i : M
-            [:math:`i`] Radius of gyration of the uncracked concrete section [:math:`m`].
+            [$$i$$] Radius of gyration of the uncracked concrete section [$$m$$].
         """
         super().__init__()
         self.l_0 = l_0

blueprints/codes/eurocode/nen_en_1992_1_1_c2_2011/chapter_5_structural_analysis/formula_5_15.py

@@ -10,24 +10,24 @@
 
 
 class Form5Dot15EffectiveLengthBraced(Formula):
-    """Class representing formula 5.15 for the calculation of the effective length of braced members, :math:`l_0`."""
+    r"""Class representing formula 5.15 for the calculation of the effective length of braced members, [$$l_0$$]."""
 
     label = "5.15"
     source_document = NEN_EN_1992_1_1_C2_2011
 
     def __init__(self, k_1: DIMENSIONLESS, k_2: DIMENSIONLESS, height: M) -> None:
-        """[:math:`l_{0}`] Effective length for braced members [:math:`m`].
+        r"""[$$l_{0}$$] Effective length for braced members [$$m$$].
 
         NEN-EN 1992-1-1+C2:2011 art.5.8.3.2(3) - Formula (5.15)
 
         Parameters
         ----------
         k_1 : DIMENSIONLESS
-            [:math:`k_{1}`] Relative flexibility of rotational constraint at end 1 [:math:`-`].
+            [$$k_{1}$$] Relative flexibility of rotational constraint at end 1 [$$-$$].
         k_2 : DIMENSIONLESS
-            [:math:`k_{2}`] Relative flexibility of rotational constraint at end 2 [:math:`-`].
+            [$$k_{2}$$] Relative flexibility of rotational constraint at end 2 [$$-$$].
         height : M
-            [:math:`l`] Clear height of compression member between end restraints [:math:`m`].
+            [$$l$$] Clear height of compression member between end constraints [$$m$$].
         """
         super().__init__()
         self.k_1 = k_1

blueprints/codes/eurocode/nen_en_1992_1_1_c2_2011/chapter_5_structural_analysis/formula_5_16.py

@@ -10,24 +10,24 @@
 
 
 class Form5Dot16EffectiveLengthUnbraced(Formula):
-    """Class representing formula 5.16 for the calculation of effective length of unbraced members, :math:`l_0`."""
+    """Class representing formula 5.16 for the calculation of effective length of unbraced members, [$$l_0$$]."""
 
     label = "5.16"
     source_document = NEN_EN_1992_1_1_C2_2011
 
     def __init__(self, k_1: DIMENSIONLESS, k_2: DIMENSIONLESS, height: M) -> None:
-        """[:math:`l_{0}`] Effective length for unbraced members [:math:`m`].
+        r"""[$$l_{0}$$] Effective length for unbraced members [$$m$$].
 
         NEN-EN 1992-1-1+C2:2011 art.5.8.3.2(3) - Formula (5.16)
 
         Parameters
         ----------
         k_1 : DIMENSIONLESS
-            [:math:`k_{1}`] Relative flexibility of rotational constraint at end 1 [:math:`-`].
+            [$$k_{1}$$] Relative flexibility of rotational constraint at end 1 [$$-$$].
         k_2 : DIMENSIONLESS
-            [:math:`k_{2}`] Relative flexibility of rotational constraint at end 2 [:math:`-`].
+            [$$k_{2}$$] Relative flexibility of rotational constraint at end 2 [$$-$$].
         height : M
-            [:math:`l`] Clear height of compression member between end restraints [:math:`M`].
+            [$$l$$] Clear height of compression member between end constraint [$$m$$].
         """
         super().__init__()
         self.k_1 = k_1

blueprints/codes/eurocode/nen_en_1992_1_1_c2_2011/chapter_5_structural_analysis/formula_5_17.py

@@ -10,25 +10,25 @@
 
 
 class Form5Dot17EffectiveLengthBucklingLoad(Formula):
-    """Class representing formula 5.17 for the calculation of effective length of unbraced members, in the
-    case where criteria (2) and (3) do not apply such as by variable loading, :math:`l_0`.
+    r"""Class representing formula 5.17 for the calculation of effective length of unbraced members, in the
+    case where criteria (2) and (3) do not apply such as by variable loading, [$$l_0$$].
     """
 
     label = "5.17"
     source_document = NEN_EN_1992_1_1_C2_2011
 
     def __init__(self, ei: KN_M2, n_b: KN) -> None:
-        """[:math:`l_{0}`] Effective length for unbraced members [:math:`m`].
+        r"""[$$l_{0}$$] Effective length for unbraced members [$$m$$].
 
         NEN-EN 1992-1-1+C2:2011 art.5.8.3.2(6) - Formula (5.17)
 
         Parameters
         ----------
         ei : KN_M2
-            [:math:`EI`] is a representative bending stiffness [:math:`kN/m^2`].
+            [$$EI$$] is a representative bending stiffness [$$kN/m^2$$].
         n_b : KN
-            [:math:`N_{b}`] is the buckling load expressed in terms of EI (in equation (5.14) i should correspond
-            to this EI). [:math:`kN`].
+            [$$N_{b}$$] is the buckling load expressed in terms of EI (in equation (5.14) i should correspond
+            to this EI). [$$kN$$].
         """
         super().__init__()
         self.ei = ei

blueprints/codes/eurocode/nen_en_1992_1_1_c2_2011/chapter_5_structural_analysis/formula_5_18.py

@@ -14,25 +14,25 @@ class Form5Dot18ComparisonGeneralSecondOrderEffects:
     source_document = NEN_EN_1992_1_1_C2_2011
 
     def __init__(self, f_ved: KN, k_1: DIMENSIONLESS, n_s: DIMENSIONLESS, length: M, e_cd: MPA, i_c: MM4) -> None:
-        """[:math:`CHECK`] Criteria met, based on damage accumulation.
+        r"""[$$CHECK$$] Criteria met, based on damage accumulation.
 
         NEN-EN 1992-1-1+C2:2011 art.5.8.3.3(1) - Formula (5.18)
 
         Parameters
         ----------
         f_ved : KN
-            [:math: F_{v,ed}`] Total vertical load (on braced and bracing members) [:math:`kN`].
+            [$$F_{v,ed}$$] Total vertical load (on braced and bracing members) [$$kN$$].
         k_1 : DIMENSIONLESS
-            [:math: k_1`] The value of k1 for use in a Country may be found in its National Annex. Recommend value is
-            0.31 [:math:`-`].
+            [$$k_1$$] The value of k1 for use in a Country may be found in its National Annex. Recommend value is
+            0.31 [$$-$$].
         n_s : DIMENSIONLESS
-            [:math: `n_s`] is the total number of storeys [:math:`-`].
+            [$$n_s$$] is the total number of storeys [$$-$$].
         length : M
-            [:math: `L`] is the total height of the building above level of moment restraint. [:math:`m`].
+            [$$L$$] is the total height of the building above level of moment restraint. [$$m$$].
         e_cd : MPa
-            [:math: `E_{cd}`] is the design value of the modulus of elasticity of concrete. [:math:`MPa`].
+            [$$E_{cd}$$] is the design value of the modulus of elasticity of concrete. [$$MPa$$].
         i_c : MM4
-            [:math: `l_c`] is the second moment of area (uncracked concrete section) of bracing member(s). [:math:`mm^4`].
+            [$$I_c$$] is the second moment of area (uncracked concrete section) of bracing member(s). [$$mm^4$$].
         """
         self.f_ved = f_ved
         self.k_1 = k_1
@@ -54,7 +54,7 @@ def left_hand_side(self) -> KN:
 
     @property
     def right_hand_side(self) -> KN:
-        """Calculate the left hand side of the comparison.
+        """Calculate the right hand side of the comparison.
 
         Returns
         -------