chore: rename GenericSection and GenericSectionCalculator

docs/_example_code/quickstart_example.py

@@ -6,7 +6,7 @@
 from structuralcodes.geometry import SurfaceGeometry, add_reinforcement
 from structuralcodes.materials.concrete import create_concrete
 from structuralcodes.materials.reinforcement import create_reinforcement
-from structuralcodes.sections import GenericSection
+from structuralcodes.sections import BeamSection
 
 # Set the active design code
 set_design_code('ec2_2004')
@@ -62,7 +62,7 @@
 )
 
 # Create section
-section = GenericSection(geometry)
+section = BeamSection(geometry)
 
 # Calculate the moment-curvature response
 moment_curvature = section.section_calculator.calculate_moment_curvature()

docs/_example_code/usage_bending_strength_results.py

@@ -13,7 +13,7 @@
 )
 from structuralcodes.materials.concrete import ConcreteEC2_2004
 from structuralcodes.materials.reinforcement import ReinforcementEC2_2004
-from structuralcodes.sections import GenericSection
+from structuralcodes.sections import BeamSection
 
 # Define parameters
 fck = 30
@@ -77,12 +77,12 @@
     )
 
 # Create a section
-section_not_translated = GenericSection(geometry=t_geom)
+section_not_translated = BeamSection(geometry=t_geom)
 
 # Use the centroid of the section, given in the gross properties, to re-allign
 # the geometry with the origin
 t_geom = t_geom.translate(dy=-section_not_translated.gross_properties.cz)
-section = GenericSection(geometry=t_geom)
+section = BeamSection(geometry=t_geom)
 
 # Calculate the bending strength
 bending_strength = section.section_calculator.calculate_bending_strength()

docs/_example_code/usage_compute_3d_domain_from_mm.py

@@ -10,7 +10,7 @@
 )
 from structuralcodes.materials.concrete import create_concrete
 from structuralcodes.materials.reinforcement import create_reinforcement
-from structuralcodes.sections import GenericSection
+from structuralcodes.sections import BeamSection
 
 # Set parameters
 height = 625
@@ -50,9 +50,7 @@
         n=n_bars,
     )
 
-section = GenericSection(
-    concrete_geometry, integrator='fiber', mesh_size=0.001
-)
+section = BeamSection(concrete_geometry, integrator='fiber', mesh_size=0.001)
 
 # Perform the analyses and create the plot
 fig = plt.figure()

docs/_example_code/usage_create_surface_geometries_with_reinforcement.py

@@ -9,7 +9,7 @@
 )
 from structuralcodes.materials.concrete import ConcreteEC2_2004
 from structuralcodes.materials.reinforcement import ReinforcementEC2_2004
-from structuralcodes.sections import GenericSection
+from structuralcodes.sections import BeamSection
 
 # Define parameters
 fck = 30
@@ -70,12 +70,12 @@
     )
 
 # Create a section
-section_not_translated = GenericSection(geometry=t_geom)
+section_not_translated = BeamSection(geometry=t_geom)
 
 # Use the centroid of the section, given in the gross properties, to re-allign
 # the geometry with the origin
 t_geom = t_geom.translate(dy=-section_not_translated.gross_properties.cz)
-section = GenericSection(geometry=t_geom)
+section = BeamSection(geometry=t_geom)
 
 # Calculate the bending strength
 bending_strength = section.section_calculator.calculate_bending_strength()

docs/_example_code/usage_steel_profile_in_geometry.py

@@ -3,7 +3,7 @@
 from structuralcodes.geometry import SurfaceGeometry
 from structuralcodes.geometry.profiles import IPE
 from structuralcodes.materials.basic import ElasticPlasticMaterial
-from structuralcodes.sections import GenericSection
+from structuralcodes.sections import BeamSection
 
 # Create a profile
 ipe100 = IPE('IPE100')
@@ -13,7 +13,7 @@
 
 # Create a geometry and a section
 geom = SurfaceGeometry(poly=ipe100.polygon, material=steel)
-section = GenericSection(geometry=geom)
+section = BeamSection(geometry=geom)
 
 # Use the section calculator to calculate the bending strength
 bending_strength = section.section_calculator.calculate_bending_strength()

docs/api/sections/section_calculator.md

@@ -1,10 +1,10 @@
 (api-section-calculator)=
 # Section calculator
 
-## Generic section calculator
+## Beam section calculator
 
 ```{eval-rst}
-.. autoclass:: structuralcodes.sections.GenericSectionCalculator
+.. autoclass:: structuralcodes.sections.BeamSectionCalculator
 
     .. autoproperty:: n_min
     .. autoproperty:: n_max

docs/api/sections/section_creation.md

@@ -1,10 +1,10 @@
 (api-section-creation)=
 # Section creation
 
-## The generic section
+## The beam section
 
 ```{eval-rst}
-.. autoclass:: structuralcodes.sections.GenericSection
+.. autoclass:: structuralcodes.sections.BeamSection
 
     .. automethod:: __init__
 

docs/quickstart/index.md

@@ -55,7 +55,7 @@ Add reinforcement to the geometry:
 :lines: 41-62
 :::
 
-Create a {class}`GenericSection <structuralcodes.sections.GenericSection>` based on the geometry:
+Create a {class}`BeamSection <structuralcodes.sections.BeamSection>` based on the geometry:
 
 :::{literalinclude} ../_example_code/quickstart_example.py
 :lines: 64-65
@@ -65,7 +65,7 @@ Create a {class}`GenericSection <structuralcodes.sections.GenericSection>` based
 {ref}`Section reference <api-sections>`
 :::
 
-Call the {func}`.calculate_moment_curvature() <structuralcodes.sections.GenericSectionCalculator.calculate_moment_curvature>` method on the {class}`GenericSectionCalculator <structuralcodes.sections.GenericSectionCalculator>` to calculate the moment-curvature relation:
+Call the {func}`.calculate_moment_curvature() <structuralcodes.sections.BeamSectionCalculator.calculate_moment_curvature>` method on the {class}`BeamSectionCalculator <structuralcodes.sections.BeamSectionCalculator>` to calculate the moment-curvature relation:
 
 :::{literalinclude} ../_example_code/quickstart_example.py
 :lines: 67-68

docs/theory/section_calculator.md

@@ -1,7 +1,6 @@
 (theory-section-calculator)=
 # Section calculator
 
-
 ## General concept
 Section calculators evaluate the structural response based on section properties and applied loads. They integrate results from the geometry and material models to provide insights into section performance by using a specific [*section integrator*](theory-section-integrators).