Remove unnecessary parentheses

docs/user_guide/overview.rst

@@ -88,29 +88,29 @@ The solver operates on a :class:`~sectionproperties.analysis.section.Section` ob
 can perform five different analysis types:
 
 - **Geometric Analysis**: calculates area properties,
-  :meth:`~sectionproperties.analysis.section.Section.calculate_geometric_properties()`.
+  :meth:`~sectionproperties.analysis.section.Section.calculate_geometric_properties`.
 - **Warping Analysis**: calculates torsion and shear properties,
-  :meth:`~sectionproperties.analysis.section.Section.calculate_warping_properties()`.
+  :meth:`~sectionproperties.analysis.section.Section.calculate_warping_properties`.
 - **Frame Analysis**: calculates section properties used for frame analysis (more
   efficient than running a geometric and warping analysis),
-  :meth:`~sectionproperties.analysis.section.Section.calculate_frame_properties()`.
+  :meth:`~sectionproperties.analysis.section.Section.calculate_frame_properties`.
 - **Plastic Analysis**: calculates plastic properties,
-  :meth:`~sectionproperties.analysis.section.Section.calculate_plastic_properties()`.
+  :meth:`~sectionproperties.analysis.section.Section.calculate_plastic_properties`.
 - **Stress Analysis**: calculates cross-section stresses,
-  :meth:`~sectionproperties.analysis.section.Section.calculate_stress()`.
+  :meth:`~sectionproperties.analysis.section.Section.calculate_stress`.
 
 Post-Processor
 --------------
 
 There are a number of built-in methods to enable the post-processing of analysis
 results. For example, a full list of calculated section properties can be printed to the
 terminal by using the
-:meth:`~sectionproperties.analysis.section.Section.display_results()` method.
+:meth:`~sectionproperties.analysis.section.Section.display_results` method.
 Alternatively, specific properties can be retrieved by calling the appropriate ``get``
-method, e.g. :meth:`~sectionproperties.analysis.section.Section.get_ic()`.
+method, e.g. :meth:`~sectionproperties.analysis.section.Section.get_ic`.
 
 The calculated cross-section centroids can be plotted by calling the
-:meth:`~sectionproperties.analysis.section.Section.plot_centroids()` method. The
+:meth:`~sectionproperties.analysis.section.Section.plot_centroids` method. The
 following example plots the centroids of a 200 PFC section:
 
 .. plot::
@@ -131,11 +131,11 @@ following example plots the centroids of a 200 PFC section:
     sec.plot_centroids()
 
 Finally, cross-section stresses may be retrieved by at specific points by calling the
-:meth:`~sectionproperties.analysis.section.Section.get_stress_at_points()` method, or
+:meth:`~sectionproperties.analysis.section.Section.get_stress_at_points` method, or
 plotted by calling the
-:meth:`~sectionproperties.post.stress_post.StressPost.plot_stress()` method from a
+:meth:`~sectionproperties.post.stress_post.StressPost.plot_stress` method from a
 :class:`~sectionproperties.post.stress_post.StressPost` object, obtained after running
-the :meth:`~sectionproperties.analysis.section.Section.calculate_stress()` method. The
+the :meth:`~sectionproperties.analysis.section.Section.calculate_stress` method. The
 following example plots the von Mises stress in a 100 x 6 SHS subject to bending, shear
 and torsion:
 

docs/user_guide/validation.rst

@@ -39,11 +39,11 @@ In ``sectionproperties``, there are multiple ways to set this problem up. We cou
 different shapely geometries and merge together, or a set of custom points, or a
 built-in constructor. For the sake of simplicity, this simpler I-section is identical to
 the Nastran I-section definition, so it makes sense to utilise the built-in constructor
-from :func:`~sectionproperties.pre.library.nastran_sections.nastran_i()`.
+from :func:`~sectionproperties.pre.library.nastran_sections.nastran_i`.
 
 Using an arbitrarily coarse mesh, the properties can then be directly calculated from
 the class method
-:meth:`~sectionproperties.analysis.section.Section.calculate_geometric_properties()`.
+:meth:`~sectionproperties.analysis.section.Section.calculate_geometric_properties`.
 
 Peery lists the second moment of area about the primary bending axis as a value of 43.3
 in\ :sup:`4`. For the automated tests in this library, we check against this hardcoded
@@ -85,13 +85,13 @@ referenced as the z-axis, and loads must be applied in this coordinate system.
   :align: center
 
 The construction of this geometry takes a similar approach to Ex 6.2.1, and utilises a
-built-in factory, :func:`~sectionproperties.pre.library.nastran_sections.nastran_zed()`.
+built-in factory, :func:`~sectionproperties.pre.library.nastran_sections.nastran_zed`.
 The only difference you may notice in the test code is usage of a custom class for ease
 of initialisation. This is not necessary.
 
 Using an arbitrarily coarse mesh, the properties can then be directly calculated from
 the class method
-:meth:`~sectionproperties.analysis.section.Section.calculate_geometric_properties()`.
+:meth:`~sectionproperties.analysis.section.Section.calculate_geometric_properties`.
 Each property listed directly by Peery is taken as a hardcoded value and checked
 against, within the testing suite.