diff --git a/Testing/test_shear_wall.py b/Testing/test_shear_wall.py
index 609df26a..dc18b946 100644
--- a/Testing/test_shear_wall.py
+++ b/Testing/test_shear_wall.py
@@ -211,24 +211,27 @@ def test_shear_wall_openings(self):
         # Analyze the model
         model.analyze(log=True, check_statics=True)
 
-        # Render the model and plot the `Txy` shears.
-        # window = render_model(model, text_height=1, render_loads=True, deformed_shape=True,
-        #                       deformed_scale=200, color_map='Txy', scalar_bar=False,
-        #                       combo_name='Seismic', labels=False, screenshot='console')
-        from PyNite.Visualization import Renderer
-        renderer = Renderer(model)
-        renderer.combo_name = 'Seismic'
-        renderer.color_map = 'Txy'
-        renderer.annotation_size = 1
-        renderer.deformed_shape = True
-        renderer.deformed_scale = 200
-        renderer.scalar_bar = True
-        # renderer.render_model()
-        renderer.screenshot()
+        # # Render the model and plot the `Txy` shears.
+        # # window = render_model(model, text_height=1, render_loads=True, deformed_shape=True,
+        # #                       deformed_scale=200, color_map='Txy', scalar_bar=False,
+        # #                       combo_name='Seismic', labels=False, screenshot='console')
+        # from PyNite.Visualization import Renderer
+        # renderer = Renderer(model)
+        # renderer.combo_name = 'Seismic'
+        # renderer.color_map = 'Txy'
+        # renderer.annotation_size = 1
+        # renderer.deformed_shape = True
+        # renderer.deformed_scale = 200
+        # renderer.scalar_bar = True
+        # # renderer.render_model()
+        # renderer.screenshot()
 
         # Print the maximum displacement
-        d_max = max([node.DX['Seismic'] for node in model.Nodes.values()])
-        print('Max displacement: ', d_max, 'in')
-        print('Expected displacement from reference text: ', 7.623/E*t, 'in')
-        print('Wall rigidity: ', V/d_max, 'kips/in')
-        print('Expected rigidity from reference text: ', 1/7.623*E*t, 'kips/in')
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+        # d_max = max([node.DX['Seismic'] for node in model.Nodes.values()])
+        # print('Max displacement: ', d_max, 'in')
+        # print('Expected displacement from reference text: ', 7.623/E*t, 'in')
+        # print('Wall rigidity: ', V/d_max, 'kips/in')
+        # print('Expected rigidity from reference text: ', 1/7.623*E*t, 'kips/in')
+
+        # Add a dummy check for now - we just wanted to see that it ran without errors.
+        self.assertLess(0, 0.02, 'Failed shear wall with openings test.')
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