diff --git a/src/Mod/Fem/Gui/Resources/ui/ResultShow.ui b/src/Mod/Fem/Gui/Resources/ui/ResultShow.ui
index b2a0413aab..207624d990 100644
--- a/src/Mod/Fem/Gui/Resources/ui/ResultShow.ui
+++ b/src/Mod/Fem/Gui/Resources/ui/ResultShow.ui
@@ -334,7 +334,7 @@ p, li { white-space: pre-wrap; }
              <number>1</number>
             </property>
             <property name="text">
-             <string>&lt;html&gt;&lt;head/&gt;&lt;body&gt;&lt;p&gt;displacement (x,y,z) and strain (ex,ey,ez)&lt;/p&gt;&lt;/body&gt;&lt;/html&gt;</string>
+             <string>&lt;html&gt;&lt;head/&gt;&lt;body&gt;&lt;p&gt;displacement (x,y,z) and strain (exx,eyy,ezz,exy,exz,eyz)&lt;/p&gt;&lt;/body&gt;&lt;/html&gt;</string>
             </property>
             <property name="scaledContents">
              <bool>false</bool>
@@ -371,7 +371,7 @@ p, li { white-space: pre-wrap; }
              <number>1</number>
             </property>
             <property name="text">
-             <string>&lt;html&gt;&lt;head/&gt;&lt;body&gt;&lt;p&gt;stresses (sx,sy,sz) and principal stresses (P1,P2,P3)&lt;/p&gt;&lt;/body&gt;&lt;/html&gt;</string>
+             <string>&lt;html&gt;&lt;head/&gt;&lt;body&gt;&lt;p&gt;stresses (sxx,syy,szz,sxy,sxz,syz) and principal stresses (P1,P2,P3)&lt;/p&gt;&lt;/body&gt;&lt;/html&gt;</string>
             </property>
             <property name="scaledContents">
              <bool>false</bool>
diff --git a/src/Mod/Fem/femguiobjects/_ViewProviderFemResultMechanical.py b/src/Mod/Fem/femguiobjects/_ViewProviderFemResultMechanical.py
index 4b188a2edf..3d3b1a08c8 100644
--- a/src/Mod/Fem/femguiobjects/_ViewProviderFemResultMechanical.py
+++ b/src/Mod/Fem/femguiobjects/_ViewProviderFemResultMechanical.py
@@ -341,14 +341,18 @@ class _TaskPanelFemResultShow:
         x = np.array(dispvectors[:, 0])
         y = np.array(dispvectors[:, 1])
         z = np.array(dispvectors[:, 2])
-        stressvectors = np.array(self.result_obj.StressVectors)
-        sx = np.array(stressvectors[:, 0])
-        sy = np.array(stressvectors[:, 1])
-        sz = np.array(stressvectors[:, 2])
-        strainvectors = np.array(self.result_obj.StrainVectors)
-        ex = np.array(strainvectors[:, 0])
-        ey = np.array(strainvectors[:, 1])
-        ez = np.array(strainvectors[:, 2])
+        sxx = np.array(self.result_obj.NodeStressXX)
+        syy = np.array(self.result_obj.NodeStressYY)
+        szz = np.array(self.result_obj.NodeStressZZ)
+        sxy = np.array(self.result_obj.NodeStressXY)
+        sxz = np.array(self.result_obj.NodeStressXZ)
+        syz = np.array(self.result_obj.NodeStressYZ)
+        exx = np.array(self.result_obj.NodeStrainXX)
+        eyy = np.array(self.result_obj.NodeStrainYY)
+        ezz = np.array(self.result_obj.NodeStrainZZ)
+        exy = np.array(self.result_obj.NodeStrainXY)
+        exz = np.array(self.result_obj.NodeStrainXZ)
+        eyz = np.array(self.result_obj.NodeStrainYZ)
         userdefined_eq = self.form.user_def_eq.toPlainText()  # Get equation to be used
         UserDefinedFormula = eval(userdefined_eq).tolist()
         self.result_obj.UserDefined = UserDefinedFormula
@@ -361,7 +365,7 @@ class _TaskPanelFemResultShow:
             self.mesh_obj.ViewObject.setNodeColorByScalars(self.result_obj.NodeNumbers, UserDefinedFormula)
         self.set_result_stats("", minm, avg, maxm)
         QtGui.QApplication.restoreOverrideCursor()
-        del x, y, z, T, Von, Peeq, P1, P2, P3, sx, sy, sz, ex, ey, ez, MF, NP  # Dummy use of the variables to get around flake8 error
+        del x, y, z, T, Von, Peeq, P1, P2, P3, sxx, syy, szz, sxy, sxz, syz, exx, eyy, ezz, exy, exz, eyz, MF, NP  # Dummy use of the variables to get around flake8 error
 
     def select_displacement_type(self, disp_type):
         QApplication.setOverrideCursor(Qt.WaitCursor)