diff --git a/src/Mod/Fem/App/FemConstraintForce.cpp b/src/Mod/Fem/App/FemConstraintForce.cpp
index 68099c550a..1a54f680aa 100644
--- a/src/Mod/Fem/App/FemConstraintForce.cpp
+++ b/src/Mod/Fem/App/FemConstraintForce.cpp
@@ -42,6 +42,9 @@ ConstraintForce::ConstraintForce()
                       "ConstraintForce",
                       (App::PropertyType)(App::Prop_None),
                       "Element giving direction of constraint");
+    // RefDispl must get a global scope, see
+    Direction.setScope(App::LinkScope::Global);
+
     ADD_PROPERTY(Reversed, (0));
     ADD_PROPERTY_TYPE(Points,
                       (Base::Vector3d()),
@@ -53,8 +56,9 @@ ConstraintForce::ConstraintForce()
                       "ConstraintForce",
                       App::PropertyType(App::Prop_ReadOnly | App::Prop_Output),
                       "Direction of arrows");
-    naturalDirectionVector =
-        Base::Vector3d(0, 0, 0);  // by default use the null vector to indicate an invalid value
+
+    // by default use the null vector to indicate an invalid value
+    naturalDirectionVector = Base::Vector3d(0, 0, 0);
     Points.setValues(std::vector<Base::Vector3d>());
 }
 
@@ -63,6 +67,21 @@ App::DocumentObjectExecReturn* ConstraintForce::execute()
     return Constraint::execute();
 }
 
+void ConstraintForce::handleChangedPropertyType(Base::XMLReader& reader,
+                                                const char* TypeName,
+                                                App::Property* prop)
+{
+    // property Force had App::PropertyFloat, was changed to App::PropertyForce
+    if (prop == &Force && strcmp(TypeName, "App::PropertyFloat") == 0) {
+        App::PropertyFloat ForceProperty;
+        // restore the PropertyFloat to be able to set its value
+        ForceProperty.Restore(reader);
+        // force uses m while FreeCAD uses internally mm thus
+        // e.g. "2.5" must become 2500 to result in 2.5 N
+        Force.setValue(ForceProperty.getValue() * 1000);
+    }
+}
+
 void ConstraintForce::onChanged(const App::Property* prop)
 {
     // Note: If we call this at the end, then the arrows are not oriented correctly initially
diff --git a/src/Mod/Fem/App/FemConstraintForce.h b/src/Mod/Fem/App/FemConstraintForce.h
index 8b35686f18..f669f63a6a 100644
--- a/src/Mod/Fem/App/FemConstraintForce.h
+++ b/src/Mod/Fem/App/FemConstraintForce.h
@@ -38,7 +38,7 @@ public:
     /// Constructor
     ConstraintForce();
 
-    App::PropertyFloat Force;
+    App::PropertyForce Force;
     App::PropertyLinkSub Direction;
     App::PropertyBool Reversed;
     // Read-only (calculated values). These trigger changes in the ViewProvider
@@ -55,6 +55,9 @@ public:
     }
 
 protected:
+    void handleChangedPropertyType(Base::XMLReader& reader,
+                                   const char* TypeName,
+                                   App::Property* prop) override;
     void onChanged(const App::Property* prop) override;
 
 private:
diff --git a/src/Mod/Fem/Gui/Command.cpp b/src/Mod/Fem/Gui/Command.cpp
index 2d995057cf..d759b4cb05 100644
--- a/src/Mod/Fem/Gui/Command.cpp
+++ b/src/Mod/Fem/Gui/Command.cpp
@@ -459,8 +459,8 @@ void CmdFemConstraintForce::activated(int)
               "App.activeDocument().addObject(\"Fem::ConstraintForce\",\"%s\")",
               FeatName.c_str());
     doCommand(Doc,
-              "App.activeDocument().%s.Force = 1.0",
-              FeatName.c_str());  // OvG: set default not equal to 0
+              "App.activeDocument().%s.Force = \"1 N\"",
+              FeatName.c_str());  // OvG: set default to 1 N
     doCommand(Doc,
               "App.activeDocument().%s.Reversed = False",
               FeatName.c_str());  // OvG: set default to False
diff --git a/src/Mod/Fem/Gui/TaskFemConstraintForce.cpp b/src/Mod/Fem/Gui/TaskFemConstraintForce.cpp
index da3a74d901..324fc7800d 100644
--- a/src/Mod/Fem/Gui/TaskFemConstraintForce.cpp
+++ b/src/Mod/Fem/Gui/TaskFemConstraintForce.cpp
@@ -57,35 +57,12 @@ TaskFemConstraintForce::TaskFemConstraintForce(ViewProviderFemConstraintForce* C
     ui->setupUi(proxy);
     QMetaObject::connectSlotsByName(this);
 
-    // create a context menu for the listview of the references
-    createDeleteAction(ui->listReferences);
-    connect(deleteAction, &QAction::triggered, this, &TaskFemConstraintForce::onReferenceDeleted);
-    connect(ui->spinForce,
-            qOverload<double>(&Gui::QuantitySpinBox::valueChanged),
-            this,
-            &TaskFemConstraintForce::onForceChanged);
-    connect(ui->buttonDirection,
-            &QToolButton::clicked,
-            this,
-            &TaskFemConstraintForce::onButtonDirection);
-    connect(ui->checkReverse, &QCheckBox::toggled, this, &TaskFemConstraintForce::onCheckReverse);
-    connect(ui->listReferences,
-            &QListWidget::itemClicked,
-            this,
-            &TaskFemConstraintForce::setSelection);
-
     this->groupLayout()->addWidget(proxy);
 
-    // Temporarily prevent unnecessary feature recomputes
-    ui->spinForce->blockSignals(true);
-    ui->listReferences->blockSignals(true);
-    ui->buttonDirection->blockSignals(true);
-    ui->checkReverse->blockSignals(true);
-
     // Get the feature data
     Fem::ConstraintForce* pcConstraint =
         static_cast<Fem::ConstraintForce*>(ConstraintView->getObject());
-    double f = pcConstraint->Force.getValue();
+    auto force = pcConstraint->Force.getQuantityValue();
     std::vector<App::DocumentObject*> Objects = pcConstraint->References.getValues();
     std::vector<std::string> SubElements = pcConstraint->References.getSubValues();
     std::vector<std::string> dirStrings = pcConstraint->Direction.getSubValues();
@@ -96,9 +73,10 @@ TaskFemConstraintForce::TaskFemConstraintForce(ViewProviderFemConstraintForce* C
     bool reversed = pcConstraint->Reversed.getValue();
 
     // Fill data into dialog elements
+    ui->spinForce->setUnit(pcConstraint->Force.getUnit());
     ui->spinForce->setMinimum(0);
     ui->spinForce->setMaximum(FLOAT_MAX);
-    ui->spinForce->setValue(f);
+    ui->spinForce->setValue(force);
     ui->listReferences->clear();
     for (std::size_t i = 0; i < Objects.size(); i++) {
         ui->listReferences->addItem(makeRefText(Objects[i], SubElements[i]));
@@ -109,15 +87,25 @@ TaskFemConstraintForce::TaskFemConstraintForce(ViewProviderFemConstraintForce* C
     ui->lineDirection->setText(dir.isEmpty() ? QString() : dir);
     ui->checkReverse->setChecked(reversed);
 
-    ui->spinForce->blockSignals(false);
-    ui->listReferences->blockSignals(false);
-    ui->buttonDirection->blockSignals(false);
-    ui->checkReverse->blockSignals(false);
+    // create a context menu for the listview of the references
+    createDeleteAction(ui->listReferences);
+    connect(deleteAction, &QAction::triggered, this, &TaskFemConstraintForce::onReferenceDeleted);
+    connect(ui->buttonDirection,
+            &QToolButton::clicked,
+            this,
+            &TaskFemConstraintForce::onButtonDirection);
+    connect(ui->checkReverse, &QCheckBox::toggled, this, &TaskFemConstraintForce::onCheckReverse);
+    connect(ui->listReferences,
+            &QListWidget::itemClicked,
+            this,
+            &TaskFemConstraintForce::setSelection);
 
     // Selection buttons
     buttonGroup->addButton(ui->btnAdd, (int)SelectionChangeModes::refAdd);
     buttonGroup->addButton(ui->btnRemove, (int)SelectionChangeModes::refRemove);
 
+    ui->spinForce->bind(pcConstraint->Force);
+
     updateUI();
 }
 
@@ -259,13 +247,6 @@ void TaskFemConstraintForce::removeFromSelection()
     updateUI();
 }
 
-void TaskFemConstraintForce::onForceChanged(double f)
-{
-    Fem::ConstraintForce* pcConstraint =
-        static_cast<Fem::ConstraintForce*>(ConstraintView->getObject());
-    pcConstraint->Force.setValue(f);
-}
-
 void TaskFemConstraintForce::onReferenceDeleted()
 {
     TaskFemConstraintForce::removeFromSelection();  // OvG: On right-click face is automatically
@@ -359,9 +340,9 @@ void TaskFemConstraintForce::onCheckReverse(const bool pressed)
     pcConstraint->Reversed.setValue(pressed);
 }
 
-double TaskFemConstraintForce::getForce() const
+const std::string TaskFemConstraintForce::getForce() const
 {
-    return ui->spinForce->value().getValue();
+    return ui->spinForce->value().getSafeUserString().toStdString();
 }
 
 const std::string TaskFemConstraintForce::getReferences() const
@@ -467,21 +448,10 @@ bool TaskDlgFemConstraintForce::accept()
         static_cast<const TaskFemConstraintForce*>(parameter);
 
     try {
-        // Gui::Command::openCommand(QT_TRANSLATE_NOOP("Command", "FEM force constraint changed"));
-
-        if (parameterForce->getForce() <= 0) {
-            QMessageBox::warning(parameter,
-                                 tr("Input error"),
-                                 tr("Please specify a force greater than 0"));
-            return false;
-        }
-        else {
-            QByteArray num = QByteArray::number(parameterForce->getForce());
-            Gui::Command::doCommand(Gui::Command::Doc,
-                                    "App.ActiveDocument.%s.Force = %s",
-                                    name.c_str(),
-                                    num.data());
-        }
+        Gui::Command::doCommand(Gui::Command::Doc,
+                                "App.ActiveDocument.%s.Force = \"%s\"",
+                                name.c_str(),
+                                parameterForce->getForce().c_str());
 
         std::string dirname = parameterForce->getDirectionName().data();
         std::string dirobj = parameterForce->getDirectionObject().data();
diff --git a/src/Mod/Fem/Gui/TaskFemConstraintForce.h b/src/Mod/Fem/Gui/TaskFemConstraintForce.h
index 1791766e3a..2563d2de6e 100644
--- a/src/Mod/Fem/Gui/TaskFemConstraintForce.h
+++ b/src/Mod/Fem/Gui/TaskFemConstraintForce.h
@@ -55,7 +55,7 @@ public:
     explicit TaskFemConstraintForce(ViewProviderFemConstraintForce* ConstraintView,
                                     QWidget* parent = nullptr);
     ~TaskFemConstraintForce() override;
-    double getForce() const;
+    const std::string getForce() const;
     const std::string getReferences() const override;
     const std::string getDirectionName() const;
     const std::string getDirectionObject() const;
@@ -63,7 +63,6 @@ public:
 
 private Q_SLOTS:
     void onReferenceDeleted();
-    void onForceChanged(double);
     void onButtonDirection(const bool pressed = false);
     void onCheckReverse(bool);
     void addToSelection() override;
diff --git a/src/Mod/Fem/Gui/TaskFemConstraintForce.ui b/src/Mod/Fem/Gui/TaskFemConstraintForce.ui
index c8a4795cd8..595305221c 100644
--- a/src/Mod/Fem/Gui/TaskFemConstraintForce.ui
+++ b/src/Mod/Fem/Gui/TaskFemConstraintForce.ui
@@ -90,12 +90,18 @@
      <item>
       <widget class="QLabel" name="labelForce">
        <property name="text">
-        <string>Load [N]</string>
+        <string>Force</string>
        </property>
       </widget>
      </item>
      <item>
       <widget class="Gui::QuantitySpinBox" name="spinForce">
+       <property name="unit" stdset="0">
+        <string>N</string>
+       </property>
+       <property name="minimum">
+        <double>0.000000000000000</double>
+       </property>
        <property name="value">
         <double>500.000000000000000</double>
        </property>
diff --git a/src/Mod/Fem/femexamples/boxanalysis_static.py b/src/Mod/Fem/femexamples/boxanalysis_static.py
index cb1651f4b7..9131bd3068 100644
--- a/src/Mod/Fem/femexamples/boxanalysis_static.py
+++ b/src/Mod/Fem/femexamples/boxanalysis_static.py
@@ -103,7 +103,7 @@ def setup(doc=None, solvertype="ccxtools"):
     # constraint force
     con_force = ObjectsFem.makeConstraintForce(doc, "FemConstraintForce")
     con_force.References = [(geom_obj, "Face6")]
-    con_force.Force = 40000.0
+    con_force.Force = "40000.0 N"
     con_force.Direction = (geom_obj, ["Edge5"])
     con_force.Reversed = True
     analysis.addObject(con_force)
diff --git a/src/Mod/Fem/femexamples/buckling_lateraltorsionalbuckling.py b/src/Mod/Fem/femexamples/buckling_lateraltorsionalbuckling.py
index e2476fa96d..3099b749e3 100644
--- a/src/Mod/Fem/femexamples/buckling_lateraltorsionalbuckling.py
+++ b/src/Mod/Fem/femexamples/buckling_lateraltorsionalbuckling.py
@@ -161,14 +161,14 @@ def setup(doc=None, solvertype="ccxtools"):
     # constraints force
     con_force_in_x = ObjectsFem.makeConstraintForce(doc, "Force_in_X")
     con_force_in_x.References = [(geom_obj, ("Edge3", "Edge7", "Edge8", "Edge12"))]
-    con_force_in_x.Force = 155350
+    con_force_in_x.Force = "155350 N"
     con_force_in_x.Reversed = False
     con_force_in_x.Direction = (geom_obj, ["Edge4"])
     analysis.addObject(con_force_in_x)
 
     con_force_rev_x = ObjectsFem.makeConstraintForce(doc, "Force_rev_X")
     con_force_rev_x.References = [(geom_obj, ("Edge1", "Edge5", "Edge10", "Edge14"))]
-    con_force_rev_x.Force = 155350
+    con_force_rev_x.Force = "155350 N"
     con_force_rev_x.Reversed = True
     con_force_rev_x.Direction = (geom_obj, ["Edge4"])
     analysis.addObject(con_force_rev_x)
diff --git a/src/Mod/Fem/femexamples/buckling_platebuckling.py b/src/Mod/Fem/femexamples/buckling_platebuckling.py
index dc79991250..fed4499959 100644
--- a/src/Mod/Fem/femexamples/buckling_platebuckling.py
+++ b/src/Mod/Fem/femexamples/buckling_platebuckling.py
@@ -141,7 +141,7 @@ def setup(doc=None, solvertype="ccxtools"):
     # constraint force
     con_force = ObjectsFem.makeConstraintForce(doc, "ConstraintForce")
     con_force.References = [(geom_obj, "Edge3")]
-    con_force.Force = 17162160  # 17'162.16 N
+    con_force.Force = "17162160 N"
     con_force.Reversed = True
     con_force.Direction = (geom_obj, ["Edge2"])
     analysis.addObject(con_force)
diff --git a/src/Mod/Fem/femexamples/ccx_buckling_flexuralbuckling.py b/src/Mod/Fem/femexamples/ccx_buckling_flexuralbuckling.py
index f70c812754..61cf636023 100644
--- a/src/Mod/Fem/femexamples/ccx_buckling_flexuralbuckling.py
+++ b/src/Mod/Fem/femexamples/ccx_buckling_flexuralbuckling.py
@@ -122,7 +122,7 @@ def setup(doc=None, solvertype="ccxtools"):
     # constraint force
     con_force = ObjectsFem.makeConstraintForce(doc, "ConstraintForce")
     con_force.References = [(geom_obj, "Face6")]
-    con_force.Force = 21
+    con_force.Force = "21 N"
     con_force.Reversed = True
     analysis.addObject(con_force)
 
diff --git a/src/Mod/Fem/femexamples/ccx_cantilever_base_edge.py b/src/Mod/Fem/femexamples/ccx_cantilever_base_edge.py
index 58c533f723..5c2b2f91a7 100644
--- a/src/Mod/Fem/femexamples/ccx_cantilever_base_edge.py
+++ b/src/Mod/Fem/femexamples/ccx_cantilever_base_edge.py
@@ -115,7 +115,7 @@ def setup_cantilever_base_edge(doc=None, solvertype="ccxtools"):
     # constraint force
     con_force = ObjectsFem.makeConstraintForce(doc, "ConstraintForce")
     con_force.References = [(geom_obj, "Vertex2")]
-    con_force.Force = 9000000.0  # 9'000'000 N = 9 MN
+    con_force.Force = "9000000.0 N" # 9 MN
     con_force.Direction = (load_line, ["Edge1"])
     con_force.Reversed = False
     analysis.addObject(con_force)
diff --git a/src/Mod/Fem/femexamples/ccx_cantilever_base_face.py b/src/Mod/Fem/femexamples/ccx_cantilever_base_face.py
index b05a08bfbd..d4e9fd4256 100644
--- a/src/Mod/Fem/femexamples/ccx_cantilever_base_face.py
+++ b/src/Mod/Fem/femexamples/ccx_cantilever_base_face.py
@@ -100,7 +100,7 @@ def setup_cantilever_base_face(doc=None, solvertype="ccxtools"):
     # constraint force
     con_force = ObjectsFem.makeConstraintForce(doc, "ConstraintForce")
     con_force.References = [(geom_obj, "Edge3")]
-    con_force.Force = 9000000.0  # 9'000'000 N = 9 MN
+    con_force.Force = "9000000.0 N"
     con_force.Direction = (geom_obj, ["Edge3"])
     con_force.Reversed = True
     analysis.addObject(con_force)
diff --git a/src/Mod/Fem/femexamples/ccx_cantilever_faceload.py b/src/Mod/Fem/femexamples/ccx_cantilever_faceload.py
index 6216385c89..8733aa6989 100644
--- a/src/Mod/Fem/femexamples/ccx_cantilever_faceload.py
+++ b/src/Mod/Fem/femexamples/ccx_cantilever_faceload.py
@@ -73,7 +73,7 @@ def setup(doc=None, solvertype="ccxtools"):
     # constraint force
     con_force = ObjectsFem.makeConstraintForce(doc, "ConstraintForce")
     con_force.References = [(geom_obj, "Face2")]
-    con_force.Force = 9000000.0
+    con_force.Force = "9000000.0 N"
     con_force.Direction = (geom_obj, ["Edge5"])
     con_force.Reversed = True
     analysis.addObject(con_force)
diff --git a/src/Mod/Fem/femexamples/ccx_cantilever_nodeload.py b/src/Mod/Fem/femexamples/ccx_cantilever_nodeload.py
index 6de1a9b0ac..bd87936c4c 100644
--- a/src/Mod/Fem/femexamples/ccx_cantilever_nodeload.py
+++ b/src/Mod/Fem/femexamples/ccx_cantilever_nodeload.py
@@ -78,7 +78,7 @@ def setup(doc=None, solvertype="ccxtools"):
         (geom_obj, "Vertex7"),
         (geom_obj, "Vertex8")
     ]
-    con_force.Force = 9000000.0
+    con_force.Force = "9000000.0 N"
     con_force.Direction = (doc.Box, ["Edge5"])
     con_force.Reversed = True
     analysis.addObject(con_force)
diff --git a/src/Mod/Fem/femexamples/constraint_contact_shell_shell.py b/src/Mod/Fem/femexamples/constraint_contact_shell_shell.py
index da9b4fe342..3e6464a041 100644
--- a/src/Mod/Fem/femexamples/constraint_contact_shell_shell.py
+++ b/src/Mod/Fem/femexamples/constraint_contact_shell_shell.py
@@ -182,7 +182,7 @@ def setup(doc=None, solvertype="ccxtools"):
     con_force = ObjectsFem.makeConstraintForce(doc, "ConstraintForce")
     # TODO use point of tube boolean fragment
     con_force.References = [(force_point, "Vertex1")]
-    con_force.Force = 5000.0
+    con_force.Force = "5000.0 N"
     con_force.Direction = (load_line, ["Edge1"])
     con_force.Reversed = True
     analysis.addObject(con_force)
diff --git a/src/Mod/Fem/femexamples/constraint_tie.py b/src/Mod/Fem/femexamples/constraint_tie.py
index 12aefaf853..d2c58c1956 100644
--- a/src/Mod/Fem/femexamples/constraint_tie.py
+++ b/src/Mod/Fem/femexamples/constraint_tie.py
@@ -142,7 +142,7 @@ def setup(doc=None, solvertype="ccxtools"):
     # constraint force
     con_force = ObjectsFem.makeConstraintForce(doc, "ConstraintForce")
     con_force.References = [(geom_obj, "Edge2")]
-    con_force.Force = 10000.0  # 10000 N = 10 kN
+    con_force.Force = "10000.0 N"  # 10 kN
     con_force.Direction = (geom_obj, ["Edge2"])
     con_force.Reversed = False
     analysis.addObject(con_force)
diff --git a/src/Mod/Fem/femexamples/constraint_transform_torque.py b/src/Mod/Fem/femexamples/constraint_transform_torque.py
index 47a40d03d5..d192ea5892 100644
--- a/src/Mod/Fem/femexamples/constraint_transform_torque.py
+++ b/src/Mod/Fem/femexamples/constraint_transform_torque.py
@@ -149,7 +149,7 @@ def setup(doc=None, solvertype="ccxtools"):
     # constraint force
     con_force = ObjectsFem.makeConstraintForce(doc, "ConstraintForce")
     con_force.References = [(geom_obj, "Face1")]
-    con_force.Force = 2500.0  # 2500 N = 2.5 kN
+    con_force.Force = "2500.0 N"  # 2.5 kN
     con_force.Direction = (load_line, ["Edge1"])
     con_force.Reversed = True
     analysis.addObject(con_force)
diff --git a/src/Mod/Fem/femexamples/material_multiple_bendingbeam_fiveboxes.py b/src/Mod/Fem/femexamples/material_multiple_bendingbeam_fiveboxes.py
index cb297ec14f..cef122878a 100644
--- a/src/Mod/Fem/femexamples/material_multiple_bendingbeam_fiveboxes.py
+++ b/src/Mod/Fem/femexamples/material_multiple_bendingbeam_fiveboxes.py
@@ -183,7 +183,7 @@ def setup(doc=None, solvertype="ccxtools"):
         (doc.Box4, "Face6"),
         (doc.Box5, "Face6")
     ]
-    con_force.Force = 10000.00
+    con_force.Force = "10000.00 N"
     con_force.Direction = (doc.Box1, ["Edge1"])
     con_force.Reversed = True
     analysis.addObject(con_force)
diff --git a/src/Mod/Fem/femexamples/material_multiple_bendingbeam_fivefaces.py b/src/Mod/Fem/femexamples/material_multiple_bendingbeam_fivefaces.py
index 0922fb554c..af45ed3eab 100644
--- a/src/Mod/Fem/femexamples/material_multiple_bendingbeam_fivefaces.py
+++ b/src/Mod/Fem/femexamples/material_multiple_bendingbeam_fivefaces.py
@@ -182,7 +182,7 @@ def setup(doc=None, solvertype="ccxtools"):
         (doc.Face4, "Edge4"),
         (doc.Face5, "Edge4")
     ]
-    con_force.Force = 10000.00
+    con_force.Force = "10000.00 N"
     con_force.Direction = (doc.Face1, ["Edge1"])
     con_force.Reversed = True
     analysis.addObject(con_force)
diff --git a/src/Mod/Fem/femexamples/mystran_plate.py b/src/Mod/Fem/femexamples/mystran_plate.py
index 8bfad80df2..debadc30af 100644
--- a/src/Mod/Fem/femexamples/mystran_plate.py
+++ b/src/Mod/Fem/femexamples/mystran_plate.py
@@ -170,7 +170,7 @@ def setup(doc=None, solvertype="ccxtools"):
         (geom_obj, "Vertex4"),
         (geom_obj, "Vertex8"),
     ]
-    con_force.Force = 600  # 600 N on six nodes == 100 N/Node
+    con_force.Force = "600 N"  # 600 N on six nodes == 100 N/Node
     con_force.Reversed = False
     con_force.Direction = (geom_obj, ["Edge2"])
     analysis.addObject(con_force)
diff --git a/src/Mod/Fem/femexamples/rc_wall_2d.py b/src/Mod/Fem/femexamples/rc_wall_2d.py
index 50b9b11824..bc93bffa08 100644
--- a/src/Mod/Fem/femexamples/rc_wall_2d.py
+++ b/src/Mod/Fem/femexamples/rc_wall_2d.py
@@ -151,7 +151,7 @@ def setup(doc=None, solvertype="ccxtools"):
     # constraint force
     con_force = ObjectsFem.makeConstraintForce(doc, "ConstraintForce")
     con_force.References = [(geom_obj, "Edge7")]
-    con_force.Force = 1000000.0
+    con_force.Force = "1000000.0 N"
     con_force.Direction = (geom_obj, ["Edge8"])
     con_force.Reversed = False
     analysis.addObject(con_force)
diff --git a/src/Mod/Fem/femexamples/square_pipe_end_twisted_edgeforces.py b/src/Mod/Fem/femexamples/square_pipe_end_twisted_edgeforces.py
index b0f09bed81..c8d698bd93 100644
--- a/src/Mod/Fem/femexamples/square_pipe_end_twisted_edgeforces.py
+++ b/src/Mod/Fem/femexamples/square_pipe_end_twisted_edgeforces.py
@@ -135,7 +135,7 @@ def setup(doc=None, solvertype="ccxtools"):
     # con_force1
     con_force1 = ObjectsFem.makeConstraintForce(doc, name="ConstraintForce1")
     con_force1.References = [(geom_obj, "Edge9")]
-    con_force1.Force = 100000.00
+    con_force1.Force = "100000.00 N"
     con_force1.Direction = (geom_obj, ["Edge9"])
     con_force1.Reversed = True
     analysis.addObject(con_force1)
@@ -143,7 +143,7 @@ def setup(doc=None, solvertype="ccxtools"):
     # con_force2
     con_force2 = ObjectsFem.makeConstraintForce(doc, name="ConstraintForce2")
     con_force2.References = [(geom_obj, "Edge3")]
-    con_force2.Force = 100000.00
+    con_force2.Force = "100000.00 N"
     con_force2.Direction = (geom_obj, ["Edge3"])
     con_force2.Reversed = True
     analysis.addObject(con_force2)
@@ -151,7 +151,7 @@ def setup(doc=None, solvertype="ccxtools"):
     # con_force3
     con_force3 = ObjectsFem.makeConstraintForce(doc, name="ConstraintForce3")
     con_force3.References = [(geom_obj, "Edge11")]
-    con_force3.Force = 100000.00
+    con_force3.Force = "100000.00 N"
     con_force3.Direction = (geom_obj, ["Edge11"])
     con_force3.Reversed = True
     analysis.addObject(con_force3)
@@ -159,7 +159,7 @@ def setup(doc=None, solvertype="ccxtools"):
     # con_force4
     con_force4 = ObjectsFem.makeConstraintForce(doc, name="ConstraintForce4")
     con_force4.References = [(geom_obj, "Edge6")]
-    con_force4.Force = 100000.00
+    con_force4.Force = "100000.00 N"
     con_force4.Direction = (geom_obj, ["Edge6"])
     con_force4.Reversed = True
     analysis.addObject(con_force4)
diff --git a/src/Mod/Fem/femexamples/square_pipe_end_twisted_nodeforces.py b/src/Mod/Fem/femexamples/square_pipe_end_twisted_nodeforces.py
index d1caf92501..4567a51f41 100644
--- a/src/Mod/Fem/femexamples/square_pipe_end_twisted_nodeforces.py
+++ b/src/Mod/Fem/femexamples/square_pipe_end_twisted_nodeforces.py
@@ -289,7 +289,7 @@ def setup(doc=None, solvertype="ccxtools"):
     # con_force1
     con_force1 = ObjectsFem.makeConstraintForce(doc, name="ConstraintForce1")
     con_force1.References = [(geoforces_obj, "Vertex1"), (geoforces_obj, "Vertex14")]
-    con_force1.Force = 5555.56
+    con_force1.Force = "5555.56 N"
     con_force1.Direction = (geom_obj, ["Edge9"])
     con_force1.Reversed = False
     analysis.addObject(con_force1)
@@ -297,7 +297,7 @@ def setup(doc=None, solvertype="ccxtools"):
     # con_force2
     con_force2 = ObjectsFem.makeConstraintForce(doc, name="ConstraintForce2")
     con_force2.References = [(geoforces_obj, "Vertex2"), (geoforces_obj, "Vertex8")]
-    con_force2.Force = 5555.56
+    con_force2.Force = "5555.56 N"
     con_force2.Direction = (geom_obj, ["Edge3"])
     con_force2.Reversed = False
     analysis.addObject(con_force2)
@@ -310,7 +310,7 @@ def setup(doc=None, solvertype="ccxtools"):
         (geoforces_obj, "Vertex22"),
         (geoforces_obj, "Vertex23"),
         (geoforces_obj, "Vertex24"), ]
-    con_force3.Force = 27777.78
+    con_force3.Force = "27777.78 N"
     con_force3.Direction = (geom_obj, ["Edge9"])
     con_force3.Reversed = False
     analysis.addObject(con_force3)
@@ -323,7 +323,7 @@ def setup(doc=None, solvertype="ccxtools"):
         (geoforces_obj, "Vertex11"),
         (geoforces_obj, "Vertex12"),
         (geoforces_obj, "Vertex13"), ]
-    con_force4.Force = 27777.78
+    con_force4.Force = "27777.78 N"
     con_force4.Direction = (geom_obj, ["Edge3"])
     con_force4.Reversed = False
     analysis.addObject(con_force4)
@@ -337,7 +337,7 @@ def setup(doc=None, solvertype="ccxtools"):
         (geoforces_obj, "Vertex46"),
         (geoforces_obj, "Vertex47"),
         (geoforces_obj, "Vertex48"), ]
-    con_force5.Force = 66666.67
+    con_force5.Force = "66666.67 N"
     con_force5.Direction = (geom_obj, ["Edge9"])
     con_force5.Reversed = False
     analysis.addObject(con_force5)
@@ -351,7 +351,7 @@ def setup(doc=None, solvertype="ccxtools"):
         (geoforces_obj, "Vertex34"),
         (geoforces_obj, "Vertex35"),
         (geoforces_obj, "Vertex36"), ]
-    con_force6.Force = 66666.67
+    con_force6.Force = "66666.67 N"
     con_force6.Direction = (geom_obj, ["Edge3"])
     con_force6.Reversed = False
     analysis.addObject(con_force6)
@@ -359,7 +359,7 @@ def setup(doc=None, solvertype="ccxtools"):
     # con_force7
     con_force7 = ObjectsFem.makeConstraintForce(doc, name="ConstraintForce7")
     con_force7.References = [(geoforces_obj, "Vertex1"), (geoforces_obj, "Vertex2")]
-    con_force7.Force = 5555.56
+    con_force7.Force = "5555.56 N"
     con_force7.Direction = (geom_obj, ["Edge11"])
     con_force7.Reversed = False
     analysis.addObject(con_force7)
@@ -367,7 +367,7 @@ def setup(doc=None, solvertype="ccxtools"):
     # con_force8
     con_force8 = ObjectsFem.makeConstraintForce(doc, name="ConstraintForce8")
     con_force8.References = [(geoforces_obj, "Vertex8"), (geoforces_obj, "Vertex14")]
-    con_force8.Force = 5555.56
+    con_force8.Force = "5555.56 N"
     con_force8.Direction = (geom_obj, ["Edge6"])
     con_force8.Reversed = False
     analysis.addObject(con_force8)
@@ -380,7 +380,7 @@ def setup(doc=None, solvertype="ccxtools"):
         (geoforces_obj, "Vertex5"),
         (geoforces_obj, "Vertex6"),
         (geoforces_obj, "Vertex7"), ]
-    con_force9.Force = 27777.78
+    con_force9.Force = "27777.78 N"
     con_force9.Direction = (geom_obj, ["Edge11"])
     con_force9.Reversed = False
     analysis.addObject(con_force9)
@@ -393,7 +393,7 @@ def setup(doc=None, solvertype="ccxtools"):
         (geoforces_obj, "Vertex17"),
         (geoforces_obj, "Vertex18"),
         (geoforces_obj, "Vertex19"), ]
-    con_force10.Force = 27777.78
+    con_force10.Force = "27777.78 N"
     con_force10.Direction = (geom_obj, ["Edge6"])
     con_force10.Reversed = False
     analysis.addObject(con_force10)
@@ -407,7 +407,7 @@ def setup(doc=None, solvertype="ccxtools"):
         (geoforces_obj, "Vertex28"),
         (geoforces_obj, "Vertex29"),
         (geoforces_obj, "Vertex30"), ]
-    con_force11.Force = 66666.67
+    con_force11.Force = "66666.67 N"
     con_force11.Direction = (geom_obj, ["Edge11"])
     con_force11.Reversed = False
     analysis.addObject(con_force11)
@@ -421,7 +421,7 @@ def setup(doc=None, solvertype="ccxtools"):
         (geoforces_obj, "Vertex40"),
         (geoforces_obj, "Vertex41"),
         (geoforces_obj, "Vertex42"), ]
-    con_force12.Force = 66666.67
+    con_force12.Force = "66666.67 N"
     con_force12.Direction = (geom_obj, ["Edge6"])
     con_force12.Reversed = False
     analysis.addObject(con_force12)
diff --git a/src/Mod/Fem/femexamples/truss_3d_cs_circle_ele_seg3.py b/src/Mod/Fem/femexamples/truss_3d_cs_circle_ele_seg3.py
index 9d1902f417..1a6db1d409 100644
--- a/src/Mod/Fem/femexamples/truss_3d_cs_circle_ele_seg3.py
+++ b/src/Mod/Fem/femexamples/truss_3d_cs_circle_ele_seg3.py
@@ -446,7 +446,7 @@ def setup(doc=None, solvertype="ccxtools"):
     # constraint force
     con_force = ObjectsFem.makeConstraintForce(doc, "ConstraintForce")
     con_force.References = [(geom_obj, ("Vertex5", "Vertex6"))]
-    con_force.Force = 60000.0  # 30 kN on each Node
+    con_force.Force = "60000.0 N"  # 30 kN on each Node
     con_force.Direction = (load_line, ["Edge1"])
     con_force.Reversed = False
     analysis.addObject(con_force)
diff --git a/src/Mod/Fem/femmesh/meshtools.py b/src/Mod/Fem/femmesh/meshtools.py
index 6876291268..77349a9d65 100644
--- a/src/Mod/Fem/femmesh/meshtools.py
+++ b/src/Mod/Fem/femmesh/meshtools.py
@@ -803,7 +803,8 @@ def get_force_obj_vertex_nodeload_table(
     #         ("refshape_name.elemname", node_load_table)
     #     ]
     force_obj_node_load_table = []
-    node_load = frc_obj.Force / len(frc_obj.References)
+    force_quantity = FreeCAD.Units.Quantity(frc_obj.Force.getValueAs("N"))
+    node_load = force_quantity / len(frc_obj.References)
     for o, elem_tup in frc_obj.References:
         node_count = len(elem_tup)
         for elem in elem_tup:
@@ -863,7 +864,8 @@ def get_force_obj_edge_nodeload_table(
             )
             sum_ref_edge_length += ref_edge.Length
     if sum_ref_edge_length != 0:
-        force_per_sum_ref_edge_length = frc_obj.Force / sum_ref_edge_length
+        force_quantity = FreeCAD.Units.Quantity(frc_obj.Force.getValueAs("N"))
+        force_per_sum_ref_edge_length = force_quantity / sum_ref_edge_length
     for o, elem_tup in frc_obj.References:
         for elem in elem_tup:
             ref_edge = o.Shape.getElement(elem)
@@ -907,7 +909,8 @@ def get_force_obj_edge_nodeload_table(
         for node in ref_shape[1]:
             sum_node_load += ref_shape[1][node]  # for debugging
 
-    ratio = sum_node_load / frc_obj.Force
+    force_quantity = FreeCAD.Units.Quantity(frc_obj.Force.getValueAs("N"))
+    ratio = sum_node_load / force_quantity
     if ratio < 0.99 or ratio > 1.01:
         FreeCAD.Console.PrintMessage(
             "Deviation  sum_node_load to frc_obj.Force is more than 1% : {}\n"
@@ -927,7 +930,7 @@ def get_force_obj_edge_nodeload_table(
         )
         FreeCAD.Console.PrintMessage(
             "  frc_obj.Force:            {}\n"
-            .format(frc_obj.Force)
+            .format(force_quantity)
         )
         FreeCAD.Console.PrintMessage(
             "  the reason could be simply a circle length --> "
@@ -1135,7 +1138,8 @@ def get_force_obj_face_nodeload_table(
             )
             sum_ref_face_area += ref_face.Area
     if sum_ref_face_area != 0:
-        force_per_sum_ref_face_area = frc_obj.Force / sum_ref_face_area
+        force_quantity = FreeCAD.Units.Quantity(frc_obj.Force.getValueAs("N"))
+        force_per_sum_ref_face_area = force_quantity / sum_ref_face_area
     for o, elem_tup in frc_obj.References:
         for elem in elem_tup:
             ref_face = o.Shape.getElement(elem)
@@ -1178,7 +1182,8 @@ def get_force_obj_face_nodeload_table(
         for node in ref_shape[1]:
             sum_node_load += ref_shape[1][node]  # for debugging
 
-    ratio = sum_node_load / frc_obj.Force
+    force_quantity = FreeCAD.Units.Quantity(frc_obj.Force.getValueAs("N"))
+    ratio = sum_node_load / force_quantity
     if ratio < 0.99 or ratio > 1.01:
         FreeCAD.Console.PrintMessage(
             "Deviation sum_node_load to frc_obj.Force is more than 1% :  {}\n"
@@ -1198,7 +1203,7 @@ def get_force_obj_face_nodeload_table(
         )
         FreeCAD.Console.PrintMessage(
             "  frc_obj.Force:          {}\n"
-            .format(frc_obj.Force)
+            .format(force_quantity)
         )
         FreeCAD.Console.PrintMessage(
             "  the reason could be simply a circle area --> "
diff --git a/src/Mod/Fem/femsolver/calculix/write_constraint_force.py b/src/Mod/Fem/femsolver/calculix/write_constraint_force.py
index b12567e80c..a5a08b7945 100644
--- a/src/Mod/Fem/femsolver/calculix/write_constraint_force.py
+++ b/src/Mod/Fem/femsolver/calculix/write_constraint_force.py
@@ -54,14 +54,15 @@ def write_meshdata_constraint(f, femobj, force_obj, ccxwriter):
         f.write("** {}\n".format(ref_shape[0]))
         for n in sorted(ref_shape[1]):
             node_load = ref_shape[1][n]
+            # the loads in ref_shape[1][n] are without unit
             if abs(direction_vec.x) > dir_zero_tol:
-                v1 = "{:.13E}".format(direction_vec.x * node_load)
+                v1 = "{}".format(direction_vec.x * node_load)
                 f.write("{},1,{}\n".format(n, v1))
             if abs(direction_vec.y) > dir_zero_tol:
-                v2 = "{:.13E}".format(direction_vec.y * node_load)
+                v2 = "{}".format(direction_vec.y * node_load)
                 f.write("{},2,{}\n".format(n, v2))
             if abs(direction_vec.z) > dir_zero_tol:
-                v3 = "{:.13E}".format(direction_vec.z * node_load)
+                v3 = "{}".format(direction_vec.z * node_load)
                 f.write("{},3,{}\n".format(n, v3))
         f.write("\n")
     f.write("\n")
diff --git a/src/Mod/Fem/femsolver/elmer/equations/deformation_writer.py b/src/Mod/Fem/femsolver/elmer/equations/deformation_writer.py
index 295a9a9a38..080976218d 100644
--- a/src/Mod/Fem/femsolver/elmer/equations/deformation_writer.py
+++ b/src/Mod/Fem/femsolver/elmer/equations/deformation_writer.py
@@ -97,7 +97,7 @@ class DeformationWriter:
         for obj in self.write.getMember("Fem::ConstraintForce"):
             if obj.References:
                 for name in obj.References[0][1]:
-                    force = self.write.getFromUi(obj.Force, "N", "M*L*T^-2")
+                    force = float(obj.Force.getValueAs("N"))
                     self.write.boundary(name, "Force 1", obj.DirectionVector.x * force)
                     self.write.boundary(name, "Force 2", obj.DirectionVector.y * force)
                     self.write.boundary(name, "Force 3", obj.DirectionVector.z * force)
diff --git a/src/Mod/Fem/femsolver/elmer/equations/elasticity_writer.py b/src/Mod/Fem/femsolver/elmer/equations/elasticity_writer.py
index 60c5327504..bc71a67368 100644
--- a/src/Mod/Fem/femsolver/elmer/equations/elasticity_writer.py
+++ b/src/Mod/Fem/femsolver/elmer/equations/elasticity_writer.py
@@ -313,7 +313,7 @@ class ElasticityWriter:
         for obj in self.write.getMember("Fem::ConstraintForce"):
             if obj.References:
                 for name in obj.References[0][1]:
-                    force = self.write.getFromUi(obj.Force, "N", "M*L*T^-2")
+                    force = float(obj.Force.getValueAs("N"))
                     self.write.boundary(name, "Force 1", obj.DirectionVector.x * force)
                     self.write.boundary(name, "Force 2", obj.DirectionVector.y * force)
                     self.write.boundary(name, "Force 3", obj.DirectionVector.z * force)
diff --git a/src/Mod/Fem/femsolver/mystran/add_con_force.py b/src/Mod/Fem/femsolver/mystran/add_con_force.py
index a267779c2a..4adc42f667 100644
--- a/src/Mod/Fem/femsolver/mystran/add_con_force.py
+++ b/src/Mod/Fem/femsolver/mystran/add_con_force.py
@@ -50,6 +50,7 @@ def add_con_force(f, model, mystran_writer):
         for ref_shape in femobj["NodeLoadTable"]:
             force_code += "# {}\n".format(ref_shape[0])
             for n in sorted(ref_shape[1]):
+                # the loads in ref_shape[1][n] are without unit
                 node_load = ref_shape[1][n]
                 force_code += (
                     "model.add_force(sid={}, node={}, mag={}, xyz=({}, {}, {}))\n"
diff --git a/src/Mod/Fem/femsolver/z88/writer.py b/src/Mod/Fem/femsolver/z88/writer.py
index 55ca7b26bc..3bb63eb22f 100644
--- a/src/Mod/Fem/femsolver/z88/writer.py
+++ b/src/Mod/Fem/femsolver/z88/writer.py
@@ -157,6 +157,7 @@ class FemInputWriterZ88(writerbase.FemInputWriter):
             direction_vec = femobj["Object"].DirectionVector
             for ref_shape in femobj["NodeLoadTable"]:
                 for n in sorted(ref_shape[1]):
+                    # the loads in ref_shape[1][n] are without unit
                     node_load = ref_shape[1][n]
                     if (direction_vec.x != 0.0):
                         v1 = direction_vec.x * node_load
diff --git a/src/Mod/Fem/femtest/data/calculix/box_frequency.FCStd b/src/Mod/Fem/femtest/data/calculix/box_frequency.FCStd
index c2a351424a..041cc08a3e 100644
Binary files a/src/Mod/Fem/femtest/data/calculix/box_frequency.FCStd and b/src/Mod/Fem/femtest/data/calculix/box_frequency.FCStd differ
diff --git a/src/Mod/Fem/femtest/data/calculix/box_static.inp b/src/Mod/Fem/femtest/data/calculix/box_static.inp
index 4cf403b43c..a11e5e3820 100644
--- a/src/Mod/Fem/femtest/data/calculix/box_static.inp
+++ b/src/Mod/Fem/femtest/data/calculix/box_static.inp
@@ -507,47 +507,47 @@ FemConstraintFixed,3
 *CLOAD
 ** FemConstraintForce
 ** node loads on shape: Box:Face6
-2,3,-0.0000000000000E+00
-4,3,-0.0000000000000E+00
-6,3,-0.0000000000000E+00
-8,3,-0.0000000000000E+00
-18,3,-0.0000000000000E+00
-19,3,-8.3333333333333E+02
-20,3,-8.3333333333333E+02
-30,3,-0.0000000000000E+00
-31,3,-8.3333333333333E+02
-32,3,-8.3333333333333E+02
-36,3,-0.0000000000000E+00
-37,3,-8.3333333333333E+02
-38,3,-8.3333333333333E+02
-42,3,-0.0000000000000E+00
-43,3,-8.3333333333333E+02
-44,3,-8.3333333333333E+02
-170,3,-0.0000000000000E+00
-171,3,-0.0000000000000E+00
-172,3,-0.0000000000000E+00
-173,3,-0.0000000000000E+00
-174,3,-0.0000000000000E+00
-175,3,-1.6666666666667E+03
-176,3,-1.6666666666667E+03
-177,3,-1.6666666666667E+03
-178,3,-1.6666666666667E+03
-179,3,-1.6666666666667E+03
-180,3,-1.6666666666667E+03
-181,3,-1.6666666666667E+03
-182,3,-1.6666666666667E+03
-183,3,-1.6666666666667E+03
-184,3,-1.6666666666667E+03
-185,3,-1.6666666666667E+03
-186,3,-1.6666666666667E+03
-187,3,-1.6666666666667E+03
-188,3,-1.6666666666667E+03
-189,3,-1.6666666666667E+03
-190,3,-1.6666666666667E+03
-191,3,-1.6666666666667E+03
-192,3,-1.6666666666667E+03
-193,3,-1.6666666666667E+03
-194,3,-1.6666666666667E+03
+2,3,-0.0
+4,3,-0.0
+6,3,-0.0
+8,3,-0.0
+18,3,-0.0
+19,3,-833.3333333333335
+20,3,-833.3333333333335
+30,3,-0.0
+31,3,-833.3333333333335
+32,3,-833.3333333333335
+36,3,-0.0
+37,3,-833.3333333333335
+38,3,-833.3333333333335
+42,3,-0.0
+43,3,-833.3333333333335
+44,3,-833.3333333333335
+170,3,-0.0
+171,3,-0.0
+172,3,-0.0
+173,3,-0.0
+174,3,-0.0
+175,3,-1666.666666666667
+176,3,-1666.666666666667
+177,3,-1666.666666666667
+178,3,-1666.666666666667
+179,3,-1666.666666666667
+180,3,-1666.666666666667
+181,3,-1666.666666666667
+182,3,-1666.666666666667
+183,3,-1666.666666666667
+184,3,-1666.666666666667
+185,3,-1666.666666666667
+186,3,-1666.666666666667
+187,3,-1666.666666666667
+188,3,-1666.666666666667
+189,3,-1666.666666666667
+190,3,-1666.666666666667
+191,3,-1666.666666666667
+192,3,-1666.666666666667
+193,3,-1666.666666666667
+194,3,-1666.666666666667
 
 
 
diff --git a/src/Mod/Fem/femtest/data/calculix/ccx_buckling_flexuralbuckling.inp b/src/Mod/Fem/femtest/data/calculix/ccx_buckling_flexuralbuckling.inp
index 10c99f02ab..f9c5550214 100644
--- a/src/Mod/Fem/femtest/data/calculix/ccx_buckling_flexuralbuckling.inp
+++ b/src/Mod/Fem/femtest/data/calculix/ccx_buckling_flexuralbuckling.inp
@@ -764,31 +764,31 @@ ConstraintFixed,3
 *CLOAD
 ** ConstraintForce
 ** node loads on shape: Beam:Face6
-65,3,-3.2812500000000E-01
-66,3,-6.5625000000000E-01
-67,3,-6.5625000000000E-01
-68,3,-1.3125000000000E+00
-101,3,-6.5625000000000E-01
-102,3,-1.3125000000000E+00
-135,3,-6.5625000000000E-01
-136,3,-1.3125000000000E+00
-169,3,-3.2812500000000E-01
-170,3,-6.5625000000000E-01
-203,3,-6.5625000000000E-01
-204,3,-1.3125000000000E+00
-221,3,-1.3125000000000E+00
-238,3,-1.3125000000000E+00
-255,3,-6.5625000000000E-01
-288,3,-6.5625000000000E-01
-289,3,-1.3125000000000E+00
-306,3,-1.3125000000000E+00
-323,3,-1.3125000000000E+00
-340,3,-6.5625000000000E-01
-373,3,-3.2812500000000E-01
-374,3,-6.5625000000000E-01
-391,3,-6.5625000000000E-01
-408,3,-6.5625000000000E-01
-425,3,-3.2812500000000E-01
+65,3,-0.328125
+66,3,-0.65625
+67,3,-0.65625
+68,3,-1.3125
+101,3,-0.65625
+102,3,-1.3125
+135,3,-0.65625
+136,3,-1.3125
+169,3,-0.328125
+170,3,-0.65625
+203,3,-0.65625
+204,3,-1.3125
+221,3,-1.3125
+238,3,-1.3125
+255,3,-0.65625
+288,3,-0.65625
+289,3,-1.3125
+306,3,-1.3125
+323,3,-1.3125
+340,3,-0.65625
+373,3,-0.328125
+374,3,-0.65625
+391,3,-0.65625
+408,3,-0.65625
+425,3,-0.328125
 
 
 
@@ -809,8 +809,8 @@ RF
 
 ***********************************************************
 ** CalculiX Input file
-**   written by    --> FreeCAD 0.20.25065 (Git)
-**   written on    --> Tue Jun 15 10:36:32 2021
+**   written by    --> FreeCAD 0.21.0
+**   written on    --> Tue Mar 28 03:37:15 2023
 **   file name     --> ccx_buckling_flexuralbuckling.FCStd
 **   analysis name --> Analysis
 **
diff --git a/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_beam_circle.inp b/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_beam_circle.inp
index 683406edf8..99de648003 100644
--- a/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_beam_circle.inp
+++ b/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_beam_circle.inp
@@ -83,7 +83,7 @@ ConstraintFixed,6
 *CLOAD
 ** ConstraintForce
 ** node load on shape: CantileverLine:Vertex2
-2,3,-9.0000000000000E+06
+2,3,-9000000.0
 
 
 
@@ -104,8 +104,8 @@ RF
 
 ***********************************************************
 ** CalculiX Input file
-**   written by    --> FreeCAD 0.20.25432 (Git)
-**   written on    --> Wed Aug  4 22:12:24 2021
+**   written by    --> FreeCAD 0.21.0
+**   written on    --> Tue Mar 28 05:29:54 2023
 **   file name     --> 
 **   analysis name --> Analysis
 **
diff --git a/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_beam_pipe.inp b/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_beam_pipe.inp
index 7b88d0cd62..1fb6fb1330 100644
--- a/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_beam_pipe.inp
+++ b/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_beam_pipe.inp
@@ -83,7 +83,7 @@ ConstraintFixed,6
 *CLOAD
 ** ConstraintForce
 ** node load on shape: CantileverLine:Vertex2
-2,3,-9.0000000000000E+06
+2,3,-9000000.0
 
 
 
@@ -104,8 +104,8 @@ RF
 
 ***********************************************************
 ** CalculiX Input file
-**   written by    --> FreeCAD 0.20.25432 (Git)
-**   written on    --> Wed Aug  4 22:13:20 2021
+**   written by    --> FreeCAD 0.21.0
+**   written on    --> Tue Mar 28 03:47:22 2023
 **   file name     --> 
 **   analysis name --> Analysis
 **
diff --git a/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_beam_rect.inp b/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_beam_rect.inp
index edb546f88c..49ca31c216 100644
--- a/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_beam_rect.inp
+++ b/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_beam_rect.inp
@@ -83,7 +83,7 @@ ConstraintFixed,6
 *CLOAD
 ** ConstraintForce
 ** node load on shape: CantileverLine:Vertex2
-2,3,-9.0000000000000E+06
+2,3,-9000000.0
 
 
 
@@ -104,8 +104,8 @@ RF
 
 ***********************************************************
 ** CalculiX Input file
-**   written by    --> FreeCAD 0.20.25432 (Git)
-**   written on    --> Wed Aug  4 22:14:46 2021
+**   written by    --> FreeCAD 0.21.0
+**   written on    --> Tue Mar 28 03:48:55 2023
 **   file name     --> 
 **   analysis name --> Analysis
 **
diff --git a/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_hexa20.inp b/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_hexa20.inp
index 8196de6c7e..7e200cbdb4 100644
--- a/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_hexa20.inp
+++ b/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_hexa20.inp
@@ -403,27 +403,27 @@ ConstraintFixed,3
 *CLOAD
 ** ConstraintForce
 ** node loads on shape: Box:Face2
-5,3,1.8750000000000E+05
-6,3,1.8750000000000E+05
-7,3,1.8750000000000E+05
-8,3,1.8750000000000E+05
-21,3,-7.5000000000000E+05
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-23,3,-7.5000000000000E+05
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-26,3,-7.5000000000000E+05
-27,3,-7.5000000000000E+05
-28,3,3.7500000000000E+05
-29,3,-7.5000000000000E+05
-30,3,-7.5000000000000E+05
-31,3,3.7500000000000E+05
-32,3,-7.5000000000000E+05
-98,3,-1.5000000000000E+06
-99,3,-1.5000000000000E+06
-100,3,7.5000000000000E+05
-101,3,-1.5000000000000E+06
-102,3,-1.5000000000000E+06
+5,3,187500.00000000003
+6,3,187500.00000000003
+7,3,187500.00000000003
+8,3,187500.00000000003
+21,3,-750000.0000000001
+22,3,375000.00000000006
+23,3,-750000.0000000001
+24,3,-750000.0000000001
+25,3,375000.00000000006
+26,3,-750000.0000000001
+27,3,-750000.0000000001
+28,3,375000.00000000006
+29,3,-750000.0000000001
+30,3,-750000.0000000001
+31,3,375000.00000000006
+32,3,-750000.0000000001
+98,3,-1500000.0000000002
+99,3,-1500000.0000000002
+100,3,750000.0000000001
+101,3,-1500000.0000000002
+102,3,-1500000.0000000002
 
 
 
@@ -444,8 +444,8 @@ RF
 
 ***********************************************************
 ** CalculiX Input file
-**   written by    --> FreeCAD 0.19.19767 (Git)
-**   written on    --> Sun Mar  1 22:34:34 2020
+**   written by    --> FreeCAD 0.21.0
+**   written on    --> Tue Mar 28 04:39:55 2023
 **   file name     --> CantilverHexa20FaceLoad.FCStd
 **   analysis name --> Analysis
 **
diff --git a/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_quad4.inp b/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_quad4.inp
index aa88c6e3a1..c01e8323f4 100644
--- a/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_quad4.inp
+++ b/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_quad4.inp
@@ -107,9 +107,9 @@ ConstraintFixed,6
 *CLOAD
 ** ConstraintForce
 ** node loads on shape: CanileverPlate:Edge3
-3,3,-2.2500000000000E+06
-4,3,-2.2500000000000E+06
-13,3,-4.5000000000000E+06
+3,3,-2250000.0
+4,3,-2250000.0
+13,3,-4500000.0
 
 
 
@@ -130,8 +130,8 @@ RF
 
 ***********************************************************
 ** CalculiX Input file
-**   written by    --> FreeCAD 0.20.25347 (Git)
-**   written on    --> Thu Jul 29 22:17:23 2021
+**   written by    --> FreeCAD 0.21.0
+**   written on    --> Tue Mar 28 05:29:04 2023
 **   file name     --> test.FCStd
 **   analysis name --> Analysis
 **
diff --git a/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_quad8.inp b/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_quad8.inp
index 01817ff723..79f484fef1 100644
--- a/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_quad8.inp
+++ b/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_quad8.inp
@@ -95,11 +95,11 @@ ConstraintFixed,6
 *CLOAD
 ** ConstraintForce
 ** node loads on shape: CanileverPlate:Edge3
-3,3,-7.5000000000000E+05
-4,3,-7.5000000000000E+05
-11,3,-1.5000000000000E+06
-12,3,-3.0000000000000E+06
-13,3,-3.0000000000000E+06
+3,3,-750000.0
+4,3,-750000.0
+11,3,-1500000.0
+12,3,-3000000.0
+13,3,-3000000.0
 
 
 
@@ -120,8 +120,8 @@ RF
 
 ***********************************************************
 ** CalculiX Input file
-**   written by    --> FreeCAD 0.20.25343 (Git)
-**   written on    --> Thu Jul 29 13:06:02 2021
+**   written by    --> FreeCAD 0.21.0
+**   written on    --> Tue Mar 28 05:28:22 2023
 **   file name     --> ccx_cantilever_ele_quad8.FCStd
 **   analysis name --> Analysis
 **
diff --git a/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_seg2.inp b/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_seg2.inp
index 08e6809a2a..30c3cd3896 100644
--- a/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_seg2.inp
+++ b/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_seg2.inp
@@ -225,7 +225,7 @@ ConstraintFixed,6
 *CLOAD
 ** ConstraintForce
 ** node load on shape: CantileverLine:Vertex2
-2,3,-9.0000000000000E+06
+2,3,-9000000.0
 
 
 
@@ -246,8 +246,8 @@ RF
 
 ***********************************************************
 ** CalculiX Input file
-**   written by    --> FreeCAD 0.20.25335 (Git)
-**   written on    --> Wed Jul 28 17:01:46 2021
+**   written by    --> FreeCAD 0.21.0
+**   written on    --> Tue Mar 28 04:06:59 2023
 **   file name     --> test.FCStd
 **   analysis name --> Analysis
 **
diff --git a/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_seg3.inp b/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_seg3.inp
index c9d196b933..104ce9d205 100644
--- a/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_seg3.inp
+++ b/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_seg3.inp
@@ -83,7 +83,7 @@ ConstraintFixed,6
 *CLOAD
 ** ConstraintForce
 ** node load on shape: CantileverLine:Vertex2
-2,3,-9.0000000000000E+06
+2,3,-9000000.0
 
 
 
@@ -104,8 +104,8 @@ RF
 
 ***********************************************************
 ** CalculiX Input file
-**   written by    --> FreeCAD 0.20.25335 (Git)
-**   written on    --> Wed Jul 28 16:59:39 2021
+**   written by    --> FreeCAD 0.21.0
+**   written on    --> Tue Mar 28 04:06:59 2023
 **   file name     --> test.FCStd
 **   analysis name --> Analysis
 **
diff --git a/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_tria3.inp b/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_tria3.inp
index 22b20b22a7..410a0b5ddb 100644
--- a/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_tria3.inp
+++ b/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_tria3.inp
@@ -1583,14 +1583,14 @@ ConstraintFixed,6
 *CLOAD
 ** ConstraintForce
 ** node loads on shape: CanileverPlate:Edge3
-3,3,-6.4285714285714E+05
-4,3,-6.4285714285715E+05
-64,3,-1.2857142857143E+06
-65,3,-1.2857142857143E+06
-66,3,-1.2857142857143E+06
-67,3,-1.2857142857143E+06
-68,3,-1.2857142857143E+06
-69,3,-1.2857142857143E+06
+3,3,-642857.1428571417
+4,3,-642857.1428571455
+64,3,-1285714.2857142843
+65,3,-1285714.285714283
+66,3,-1285714.28571428
+67,3,-1285714.2857142847
+68,3,-1285714.28571429
+69,3,-1285714.2857142906
 
 
 
@@ -1611,8 +1611,8 @@ RF
 
 ***********************************************************
 ** CalculiX Input file
-**   written by    --> FreeCAD 0.20.25335 (Git)
-**   written on    --> Wed Jul 28 16:57:44 2021
+**   written by    --> FreeCAD 0.21.0
+**   written on    --> Tue Mar 28 05:27:22 2023
 **   file name     --> test.FCStd
 **   analysis name --> Analysis
 **
diff --git a/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_tria6.inp b/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_tria6.inp
index 1cac5e0ac2..7eea04c337 100644
--- a/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_tria6.inp
+++ b/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_ele_tria6.inp
@@ -313,11 +313,11 @@ ConstraintFixed,6
 *CLOAD
 ** ConstraintForce
 ** node loads on shape: CanileverPlate:Edge3
-3,3,-7.5000000000000E+05
-4,3,-7.5000000000000E+05
-39,3,-1.5000000000000E+06
-40,3,-3.0000000000000E+06
-41,3,-3.0000000000000E+06
+3,3,-750000.0
+4,3,-750000.0
+39,3,-1500000.0
+40,3,-3000000.0
+41,3,-3000000.0
 
 
 
@@ -338,8 +338,8 @@ RF
 
 ***********************************************************
 ** CalculiX Input file
-**   written by    --> FreeCAD 0.20.25335 (Git)
-**   written on    --> Wed Jul 28 17:09:34 2021
+**   written by    --> FreeCAD 0.21.0
+**   written on    --> Tue Mar 28 04:06:59 2023
 **   file name     --> test.FCStd
 **   analysis name --> Analysis
 **
diff --git a/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_faceload.inp b/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_faceload.inp
index 8f13ca6fac..46e8715e3b 100644
--- a/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_faceload.inp
+++ b/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_faceload.inp
@@ -377,19 +377,19 @@ ConstraintFixed,3
 *CLOAD
 ** ConstraintForce
 ** node loads on shape: Box:Face2
-1,3,-0.0000000000000E+00
-2,3,-0.0000000000000E+00
-3,3,-0.0000000000000E+00
-4,3,-0.0000000000000E+00
-49,3,-0.0000000000000E+00
-64,3,-7.5000000000000E+05
-88,3,-7.5000000000000E+05
-100,3,-7.5000000000000E+05
-102,3,-7.5000000000000E+05
-188,3,-1.5000000000000E+06
-189,3,-1.5000000000000E+06
-190,3,-1.5000000000000E+06
-191,3,-1.5000000000000E+06
+1,3,-0.0
+2,3,-0.0
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+4,3,-0.0
+49,3,-0.0
+64,3,-750000.0000000001
+88,3,-750000.0000000001
+100,3,-750000.0000000001
+102,3,-750000.0000000001
+188,3,-1500000.0000000002
+189,3,-1500000.0000000002
+190,3,-1500000.0000000002
+191,3,-1500000.0000000002
 
 
 
@@ -410,8 +410,8 @@ RF
 
 ***********************************************************
 ** CalculiX Input file
-**   written by    --> FreeCAD 0.19.21875 (Git)
-**   written on    --> Tue Jul  7 07:19:22 2020
+**   written by    --> FreeCAD 0.21.0
+**   written on    --> Tue Mar 28 05:26:29 2023
 **   file name     --> ccx_cantilever_faceload.FCStd
 **   analysis name --> Analysis
 **
diff --git a/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_nodeload.inp b/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_nodeload.inp
index bd7dbec4cd..1ecad0c387 100644
--- a/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_nodeload.inp
+++ b/src/Mod/Fem/femtest/data/calculix/ccx_cantilever_nodeload.inp
@@ -377,16 +377,16 @@ ConstraintFixed,3
 *CLOAD
 ** ConstraintForce
 ** node load on shape: Box:Vertex5
-4,3,-2.2500000000000E+06
+4,3,-2250000.0
 
 ** node load on shape: Box:Vertex6
-3,3,-2.2500000000000E+06
+3,3,-2250000.0
 
 ** node load on shape: Box:Vertex7
-2,3,-2.2500000000000E+06
+2,3,-2250000.0
 
 ** node load on shape: Box:Vertex8
-1,3,-2.2500000000000E+06
+1,3,-2250000.0
 
 
 
@@ -407,8 +407,8 @@ RF
 
 ***********************************************************
 ** CalculiX Input file
-**   written by    --> FreeCAD 0.19.21875 (Git)
-**   written on    --> Tue Jul  7 07:19:27 2020
+**   written by    --> FreeCAD 0.21.0
+**   written on    --> Tue Mar 28 03:54:52 2023
 **   file name     --> ccx_cantilever_nodeload.FCStd
 **   analysis name --> Analysis
 **
diff --git a/src/Mod/Fem/femtest/data/calculix/constraint_contact_shell_shell.FCStd b/src/Mod/Fem/femtest/data/calculix/constraint_contact_shell_shell.FCStd
index 207f39360e..7475b147ec 100644
Binary files a/src/Mod/Fem/femtest/data/calculix/constraint_contact_shell_shell.FCStd and b/src/Mod/Fem/femtest/data/calculix/constraint_contact_shell_shell.FCStd differ
diff --git a/src/Mod/Fem/femtest/data/calculix/constraint_contact_shell_shell.inp b/src/Mod/Fem/femtest/data/calculix/constraint_contact_shell_shell.inp
index 9e75a79e40..437d5c7feb 100644
--- a/src/Mod/Fem/femtest/data/calculix/constraint_contact_shell_shell.inp
+++ b/src/Mod/Fem/femtest/data/calculix/constraint_contact_shell_shell.inp
@@ -38394,7 +38394,7 @@ ConstraintFixed,6
 *CLOAD
 ** ConstraintForce
 ** node load on shape: Load_place_point:Vertex1
-5,2,-5.0000000000000E+03
+5,2,-5000.0
 
 
 
@@ -38415,8 +38415,8 @@ RF
 
 ***********************************************************
 ** CalculiX Input file
-**   written by    --> FreeCAD 0.19.19278 (Git)
-**   written on    --> Tue Jan 14 20:17:09 2020
+**   written by    --> FreeCAD 0.21.0
+**   written on    --> Tue Mar 28 05:18:47 2023
 **   file name     --> Contact_Shell_Shell.FCStd
 **   analysis name --> Analysis
 **
diff --git a/src/Mod/Fem/femtest/data/calculix/constraint_tie.inp b/src/Mod/Fem/femtest/data/calculix/constraint_tie.inp
index ea73b8caa3..d028a0ba94 100644
--- a/src/Mod/Fem/femtest/data/calculix/constraint_tie.inp
+++ b/src/Mod/Fem/femtest/data/calculix/constraint_tie.inp
@@ -18630,9 +18630,9 @@ ConstraintFixed,3
 *CLOAD
 ** ConstraintForce
 ** node loads on shape: BooleanFragments:Edge2
-2,2,1.6666666666667E+03
-8,2,1.6666666666667E+03
-385,2,6.6666666666667E+03
+2,2,1666.6666666666667
+8,2,1666.6666666666667
+385,2,6666.666666666667
 
 
 
@@ -18653,8 +18653,8 @@ RF
 
 ***********************************************************
 ** CalculiX Input file
-**   written by    --> FreeCAD 0.19.19481 (Git)
-**   written on    --> Wed Feb  5 08:55:37 2020
+**   written by    --> FreeCAD 0.21.0
+**   written on    --> Tue Mar 28 04:35:16 2023
 **   file name     --> 
 **   analysis name --> Analysis
 **
diff --git a/src/Mod/Fem/femtest/data/calculix/constraint_transform_torque.inp b/src/Mod/Fem/femtest/data/calculix/constraint_transform_torque.inp
index 8f95976602..80dad5dcea 100644
--- a/src/Mod/Fem/femtest/data/calculix/constraint_transform_torque.inp
+++ b/src/Mod/Fem/femtest/data/calculix/constraint_transform_torque.inp
@@ -10998,2152 +10998,2152 @@ ConstraintFixed,3
 *CLOAD
 ** ConstraintForce
 ** node loads on shape: Cut:Face1
-3,2,-0.0000000000000E+00
-4,2,-0.0000000000000E+00
-58,2,-0.0000000000000E+00
-59,2,-0.0000000000000E+00
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@@ -13164,8 +13164,8 @@ RF
 
 ***********************************************************
 ** CalculiX Input file
-**   written by    --> FreeCAD 0.20.25209 (Git)
-**   written on    --> Fri Jul  9 13:15:23 2021
+**   written by    --> FreeCAD 0.21.0
+**   written on    --> Tue Mar 28 05:30:48 2023
 **   file name     --> constraint_transform_torque.FCStd
 **   analysis name --> Analysis
 **
diff --git a/src/Mod/Fem/femtest/data/calculix/material_multiple_bendingbeam_fiveboxes.inp b/src/Mod/Fem/femtest/data/calculix/material_multiple_bendingbeam_fiveboxes.inp
index c324cb241d..1af0d60156 100644
--- a/src/Mod/Fem/femtest/data/calculix/material_multiple_bendingbeam_fiveboxes.inp
+++ b/src/Mod/Fem/femtest/data/calculix/material_multiple_bendingbeam_fiveboxes.inp
@@ -27652,1525 +27652,1525 @@ ConstraintFixed,3
 *CLOAD
 ** ConstraintForce
 ** node loads on shape: Box1:Face6
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@@ -29191,8 +29191,8 @@ RF
 
 ***********************************************************
 ** CalculiX Input file
-**   written by    --> FreeCAD 0.19.21802 +11 (Git)
-**   written on    --> Fri Jul  3 22:09:27 2020
+**   written by    --> FreeCAD 0.21.0
+**   written on    --> Tue Mar 28 05:32:06 2023
 **   file name     --> 
 **   analysis name --> Analysis
 **
diff --git a/src/Mod/Fem/femtest/data/calculix/material_multiple_bendingbeam_fivefaces.inp b/src/Mod/Fem/femtest/data/calculix/material_multiple_bendingbeam_fivefaces.inp
index 2f4da096c8..ef2771016c 100644
--- a/src/Mod/Fem/femtest/data/calculix/material_multiple_bendingbeam_fivefaces.inp
+++ b/src/Mod/Fem/femtest/data/calculix/material_multiple_bendingbeam_fivefaces.inp
@@ -2569,119 +2569,119 @@ ConstraintFixed,6
 *CLOAD
 ** ConstraintForce
 ** node loads on shape: Face1:Edge4
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@@ -2702,8 +2702,8 @@ RF
 
 ***********************************************************
 ** CalculiX Input file
-**   written by    --> FreeCAD 0.19.21802 +11 (Git)
-**   written on    --> Sat Jul  4 00:18:53 2020
+**   written by    --> FreeCAD 0.21.0
+**   written on    --> Tue Mar 28 05:33:12 2023
 **   file name     --> 
 **   analysis name --> Analysis
 **
diff --git a/src/Mod/Fem/femtest/data/calculix/square_pipe_end_twisted_edgeforces.inp b/src/Mod/Fem/femtest/data/calculix/square_pipe_end_twisted_edgeforces.inp
index c16882fd25..231b0c9d5c 100644
--- a/src/Mod/Fem/femtest/data/calculix/square_pipe_end_twisted_edgeforces.inp
+++ b/src/Mod/Fem/femtest/data/calculix/square_pipe_end_twisted_edgeforces.inp
@@ -2581,70 +2581,70 @@ ConstraintFixed,6
 *CLOAD
 ** ConstraintForce1
 ** node loads on shape: SquareTube:Edge9
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 ** ConstraintForce2
 ** node loads on shape: SquareTube:Edge3
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 ** ConstraintForce3
 ** node loads on shape: SquareTube:Edge11
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+7,2,5555.555555555557
+8,2,5555.555555555557
+9,2,5555.555555555557
+429,2,11111.111111111113
+431,2,11111.111111111113
+437,2,11111.111111111113
+440,2,11111.111111111113
+443,2,11111.111111111113
+446,2,11111.111111111113
 
 
 ** ConstraintForce4
 ** node loads on shape: SquareTube:Edge6
-129,2,-2.7777777777778E+03
-236,2,-2.7777777777778E+03
-238,2,-5.5555555555556E+03
-239,2,-5.5555555555556E+03
-240,2,-5.5555555555556E+03
-241,2,-5.5555555555556E+03
-242,2,-5.5555555555556E+03
-1067,2,-1.1111111111111E+04
-1071,2,-1.1111111111111E+04
-1073,2,-1.1111111111111E+04
-1075,2,-1.1111111111111E+04
-1078,2,-1.1111111111111E+04
-1081,2,-1.1111111111111E+04
+129,2,-2777.7777777777783
+236,2,-2777.7777777777783
+238,2,-5555.555555555557
+239,2,-5555.555555555557
+240,2,-5555.555555555557
+241,2,-5555.555555555557
+242,2,-5555.555555555557
+1067,2,-11111.111111111113
+1071,2,-11111.111111111113
+1073,2,-11111.111111111113
+1075,2,-11111.111111111113
+1078,2,-11111.111111111113
+1081,2,-11111.111111111113
 
 
 
@@ -2665,8 +2665,8 @@ RF
 
 ***********************************************************
 ** CalculiX Input file
-**   written by    --> FreeCAD 0.19.21972 +18 (Git)
-**   written on    --> Fri Jul 17 22:12:38 2020
+**   written by    --> FreeCAD 0.21.0
+**   written on    --> Tue Mar 28 05:35:14 2023
 **   file name     --> 
 **   analysis name --> Analysis
 **
diff --git a/src/Mod/Fem/femtest/data/calculix/square_pipe_end_twisted_nodeforces.inp b/src/Mod/Fem/femtest/data/calculix/square_pipe_end_twisted_nodeforces.inp
index e439f04309..88b31c354c 100644
--- a/src/Mod/Fem/femtest/data/calculix/square_pipe_end_twisted_nodeforces.inp
+++ b/src/Mod/Fem/femtest/data/calculix/square_pipe_end_twisted_nodeforces.inp
@@ -2581,182 +2581,182 @@ ConstraintFixed,6
 *CLOAD
 ** ConstraintForce1
 ** node load on shape: Forces:Vertex1
-1,1,-2.7777800000000E+03
+1,1,-2777.78
 
 ** node load on shape: Forces:Vertex14
-236,1,-2.7777800000000E+03
+236,1,-2777.78
 
 
 ** ConstraintForce2
 ** node load on shape: Forces:Vertex2
-2,1,2.7777800000000E+03
+2,1,2777.78
 
 ** node load on shape: Forces:Vertex8
-129,1,2.7777800000000E+03
+129,1,2777.78
 
 
 ** ConstraintForce3
 ** node load on shape: Forces:Vertex20
-343,1,-5.5555560000000E+03
+343,1,-5555.556
 
 ** node load on shape: Forces:Vertex21
-344,1,-5.5555560000000E+03
+344,1,-5555.556
 
 ** node load on shape: Forces:Vertex22
-345,1,-5.5555560000000E+03
+345,1,-5555.556
 
 ** node load on shape: Forces:Vertex23
-346,1,-5.5555560000000E+03
+346,1,-5555.556
 
 ** node load on shape: Forces:Vertex24
-347,1,-5.5555560000000E+03
+347,1,-5555.556
 
 
 ** ConstraintForce4
 ** node load on shape: Forces:Vertex9
-131,1,5.5555560000000E+03
+131,1,5555.556
 
 ** node load on shape: Forces:Vertex10
-132,1,5.5555560000000E+03
+132,1,5555.556
 
 ** node load on shape: Forces:Vertex11
-133,1,5.5555560000000E+03
+133,1,5555.556
 
 ** node load on shape: Forces:Vertex12
-134,1,5.5555560000000E+03
+134,1,5555.556
 
 ** node load on shape: Forces:Vertex13
-135,1,5.5555560000000E+03
+135,1,5555.556
 
 
 ** ConstraintForce5
 ** node load on shape: Forces:Vertex43
-1376,1,-1.1111111666667E+04
+1376,1,-11111.111666666666
 
 ** node load on shape: Forces:Vertex44
-1378,1,-1.1111111666667E+04
+1378,1,-11111.111666666666
 
 ** node load on shape: Forces:Vertex45
-1380,1,-1.1111111666667E+04
+1380,1,-11111.111666666666
 
 ** node load on shape: Forces:Vertex46
-1383,1,-1.1111111666667E+04
+1383,1,-11111.111666666666
 
 ** node load on shape: Forces:Vertex47
-1386,1,-1.1111111666667E+04
+1386,1,-11111.111666666666
 
 ** node load on shape: Forces:Vertex48
-1390,1,-1.1111111666667E+04
+1390,1,-11111.111666666666
 
 
 ** ConstraintForce6
 ** node load on shape: Forces:Vertex31
-758,1,1.1111111666667E+04
+758,1,11111.111666666666
 
 ** node load on shape: Forces:Vertex32
-762,1,1.1111111666667E+04
+762,1,11111.111666666666
 
 ** node load on shape: Forces:Vertex33
-764,1,1.1111111666667E+04
+764,1,11111.111666666666
 
 ** node load on shape: Forces:Vertex34
-766,1,1.1111111666667E+04
+766,1,11111.111666666666
 
 ** node load on shape: Forces:Vertex35
-769,1,1.1111111666667E+04
+769,1,11111.111666666666
 
 ** node load on shape: Forces:Vertex36
-772,1,1.1111111666667E+04
+772,1,11111.111666666666
 
 
 ** ConstraintForce7
 ** node load on shape: Forces:Vertex1
-1,2,-2.7777800000000E+03
+1,2,-2777.78
 
 ** node load on shape: Forces:Vertex2
-2,2,-2.7777800000000E+03
+2,2,-2777.78
 
 
 ** ConstraintForce8
 ** node load on shape: Forces:Vertex8
-129,2,2.7777800000000E+03
+129,2,2777.78
 
 ** node load on shape: Forces:Vertex14
-236,2,2.7777800000000E+03
+236,2,2777.78
 
 
 ** ConstraintForce9
 ** node load on shape: Forces:Vertex3
-5,2,-5.5555560000000E+03
+5,2,-5555.556
 
 ** node load on shape: Forces:Vertex4
-6,2,-5.5555560000000E+03
+6,2,-5555.556
 
 ** node load on shape: Forces:Vertex5
-7,2,-5.5555560000000E+03
+7,2,-5555.556
 
 ** node load on shape: Forces:Vertex6
-8,2,-5.5555560000000E+03
+8,2,-5555.556
 
 ** node load on shape: Forces:Vertex7
-9,2,-5.5555560000000E+03
+9,2,-5555.556
 
 
 ** ConstraintForce10
 ** node load on shape: Forces:Vertex15
-238,2,5.5555560000000E+03
+238,2,5555.556
 
 ** node load on shape: Forces:Vertex16
-239,2,5.5555560000000E+03
+239,2,5555.556
 
 ** node load on shape: Forces:Vertex17
-240,2,5.5555560000000E+03
+240,2,5555.556
 
 ** node load on shape: Forces:Vertex18
-241,2,5.5555560000000E+03
+241,2,5555.556
 
 ** node load on shape: Forces:Vertex19
-242,2,5.5555560000000E+03
+242,2,5555.556
 
 
 ** ConstraintForce11
 ** node load on shape: Forces:Vertex25
-429,2,-1.1111111666667E+04
+429,2,-11111.111666666666
 
 ** node load on shape: Forces:Vertex26
-431,2,-1.1111111666667E+04
+431,2,-11111.111666666666
 
 ** node load on shape: Forces:Vertex27
-437,2,-1.1111111666667E+04
+437,2,-11111.111666666666
 
 ** node load on shape: Forces:Vertex28
-440,2,-1.1111111666667E+04
+440,2,-11111.111666666666
 
 ** node load on shape: Forces:Vertex29
-443,2,-1.1111111666667E+04
+443,2,-11111.111666666666
 
 ** node load on shape: Forces:Vertex30
-446,2,-1.1111111666667E+04
+446,2,-11111.111666666666
 
 
 ** ConstraintForce12
 ** node load on shape: Forces:Vertex37
-1067,2,1.1111111666667E+04
+1067,2,11111.111666666666
 
 ** node load on shape: Forces:Vertex38
-1071,2,1.1111111666667E+04
+1071,2,11111.111666666666
 
 ** node load on shape: Forces:Vertex39
-1073,2,1.1111111666667E+04
+1073,2,11111.111666666666
 
 ** node load on shape: Forces:Vertex40
-1075,2,1.1111111666667E+04
+1075,2,11111.111666666666
 
 ** node load on shape: Forces:Vertex41
-1078,2,1.1111111666667E+04
+1078,2,11111.111666666666
 
 ** node load on shape: Forces:Vertex42
-1081,2,1.1111111666667E+04
+1081,2,11111.111666666666
 
 
 
@@ -2777,8 +2777,8 @@ RF
 
 ***********************************************************
 ** CalculiX Input file
-**   written by    --> FreeCAD 0.19.21972 +18 (Git)
-**   written on    --> Fri Jul 17 22:14:04 2020
+**   written by    --> FreeCAD 0.21.0
+**   written on    --> Tue Mar 28 05:36:19 2023
 **   file name     --> 
 **   analysis name --> Analysis
 **