diff --git a/doc/source/_static/gallery_thumbnails/sphx_glr_06-cdb-to-pymechanical-workflow_thumb.png b/doc/source/_static/gallery_thumbnails/sphx_glr_06-cdb-to-pymechanical-workflow_thumb.png
index ce181ec59d..128e7340fe 100644
Binary files a/doc/source/_static/gallery_thumbnails/sphx_glr_06-cdb-to-pymechanical-workflow_thumb.png and b/doc/source/_static/gallery_thumbnails/sphx_glr_06-cdb-to-pymechanical-workflow_thumb.png differ
diff --git a/examples/workflows/03-pymechanical-shell-workflow.py b/examples/workflows/03-pymechanical-shell-workflow.py
index faf7997182..677e1a95fa 100644
--- a/examples/workflows/03-pymechanical-shell-workflow.py
+++ b/examples/workflows/03-pymechanical-shell-workflow.py
@@ -105,6 +105,7 @@
     # This script runs in the Mechanical Python environment, which uses IronPython 2.7.
     textwrap.dedent(
         f"""\
+        # Import the geometry
         geometry_import = Model.GeometryImportGroup.AddGeometryImport()
 
         import_format = Ansys.Mechanical.DataModel.Enums.GeometryImportPreference.Format.Automatic
@@ -119,6 +120,8 @@
             import_preferences
         )
 
+        # The thickness will be overridden by the ACP model, but is required
+        # for the model to be valid.
         for body in Model.Geometry.GetChildren(
             Ansys.Mechanical.DataModel.Enums.DataModelObjectCategory.Body, True
         ):
@@ -138,7 +141,7 @@
 # definition file to output_path.
 
 composite_definitions_h5 = "ACPCompositeDefinitions.h5"
-matml_file = "materials.xml"  # TODO: load an example materials XML file instead of defining the materials in ACP
+matml_file = "materials.xml"
 
 
 model = acp.import_model(mesh_path, format="ansys:h5")
diff --git a/examples/workflows/04-pymechanical-solid-workflow.py b/examples/workflows/04-pymechanical-solid-workflow.py
index 749ac96d0c..fe142634c1 100644
--- a/examples/workflows/04-pymechanical-solid-workflow.py
+++ b/examples/workflows/04-pymechanical-solid-workflow.py
@@ -180,7 +180,7 @@
 # - Solid model composite definitions HDF5 file
 # - Solid model CDB file
 
-matml_file = "materials.xml"  # TODO: load an example materials XML file instead of defining the materials in ACP
+matml_file = "materials.xml"
 solid_model_cdb_file = "SolidModel.cdb"
 solid_model_composite_definitions_h5 = "SolidModel.h5"
 
diff --git a/examples/workflows/05-pymechanical-to-cdb-workflow.py b/examples/workflows/05-pymechanical-to-cdb-workflow.py
index 5df0e4535e..2089016be5 100644
--- a/examples/workflows/05-pymechanical-to-cdb-workflow.py
+++ b/examples/workflows/05-pymechanical-to-cdb-workflow.py
@@ -123,6 +123,8 @@
         ):
             body.Thickness = Quantity(1e-6, "m")
 
+        Model.Mesh.GenerateMesh()
+
         # Define named selections at the front and back edges
         front_edge = Model.AddNamedSelection()
         front_edge.Name = "Front Edge"
@@ -303,6 +305,11 @@
 
 # %%
 # Query and plot the results.
+#
+# Note that the maximum IRF is different when compared to :ref:`pymechanical_shell_example`
+# because ACP sets the ``ERESX,NO`` option in the CDB file. This option disables interpolation
+# of the results from the integration point to the nodes.
+
 irf_field = output_all_elements.get_field(
     {"failure_label": pydpf_composites.constants.FailureOutput.FAILURE_VALUE}
 )
diff --git a/examples/workflows/06-cdb-to-pymechanical-workflow.py b/examples/workflows/06-cdb-to-pymechanical-workflow.py
index 32257d5de7..9beb625729 100644
--- a/examples/workflows/06-cdb-to-pymechanical-workflow.py
+++ b/examples/workflows/06-cdb-to-pymechanical-workflow.py
@@ -91,6 +91,7 @@
 
 
 model = acp.import_model(path=input_file, format="ansys:cdb")
+model.unit_system
 
 # %%
 # Visualize the loaded mesh.
@@ -130,7 +131,7 @@
     strain_limits=strain_limits,
 )
 
-fabric = model.create_fabric(name="UD", material=ud_material, thickness=0.1)
+fabric = model.create_fabric(name="UD", material=ud_material, thickness=1e-4)
 
 
 # %%
@@ -259,7 +260,7 @@
 
         force = analysis.AddForce()
         force.DefineBy = LoadDefineBy.Components
-        force.XComponent.Output.SetDiscreteValue(0, Quantity(1e6, "N"))
+        force.XComponent.Output.SetDiscreteValue(0, Quantity(100, "N"))
         force.Location = front_edge
 
         analysis.Solution.Solve(True)