From d93e26218460f61d5caca1064f427c77cecc9f3e Mon Sep 17 00:00:00 2001
From: Bernd Hahnebach <bernd@bimstatik.org>
Date: Wed, 14 Jul 2021 10:18:35 +0200
Subject: [PATCH] FEM: calculix writer, materials, delete code added by mistake
 with 68aba941df1

---
 .../calculix/write_femelement_material.py     | 71 -------------------
 1 file changed, 71 deletions(-)

diff --git a/src/Mod/Fem/femsolver/calculix/write_femelement_material.py b/src/Mod/Fem/femsolver/calculix/write_femelement_material.py
index 3ce9bbb22e..c05cde1123 100644
--- a/src/Mod/Fem/femsolver/calculix/write_femelement_material.py
+++ b/src/Mod/Fem/femsolver/calculix/write_femelement_material.py
@@ -120,74 +120,3 @@ def write_femelement_material(f, ccxwriter):
                         if nl_mat_obj.YieldPoint3:
                             f.write("{}\n".format(nl_mat_obj.YieldPoint3))
                 f.write("\n")
-
-
-# ************************************************************************************************
-# Helpers
-def liquid_section_def(obj, section_type):
-    if section_type == "PIPE MANNING":
-        manning_area = str(obj.ManningArea.getValueAs("mm^2").Value)
-        manning_radius = str(obj.ManningRadius.getValueAs("mm"))
-        manning_coefficient = str(obj.ManningCoefficient)
-        section_geo = manning_area + "," + manning_radius + "," + manning_coefficient + "\n"
-        return section_geo
-    elif section_type == "PIPE ENLARGEMENT":
-        enlarge_area1 = str(obj.EnlargeArea1.getValueAs("mm^2").Value)
-        enlarge_area2 = str(obj.EnlargeArea2.getValueAs("mm^2").Value)
-        section_geo = enlarge_area1 + "," + enlarge_area2 + "\n"
-        return section_geo
-    elif section_type == "PIPE CONTRACTION":
-        contract_area1 = str(obj.ContractArea1.getValueAs("mm^2").Value)
-        contract_area2 = str(obj.ContractArea2.getValueAs("mm^2").Value)
-        section_geo = contract_area1 + "," + contract_area2 + "\n"
-        return section_geo
-    elif section_type == "PIPE ENTRANCE":
-        entrance_pipe_area = str(obj.EntrancePipeArea.getValueAs("mm^2").Value)
-        entrance_area = str(obj.EntranceArea.getValueAs("mm^2").Value)
-        section_geo = entrance_pipe_area + "," + entrance_area + "\n"
-        return section_geo
-    elif section_type == "PIPE DIAPHRAGM":
-        diaphragm_pipe_area = str(obj.DiaphragmPipeArea.getValueAs("mm^2").Value)
-        diaphragm_area = str(obj.DiaphragmArea.getValueAs("mm^2").Value)
-        section_geo = diaphragm_pipe_area + "," + diaphragm_area + "\n"
-        return section_geo
-    elif section_type == "PIPE BEND":
-        bend_pipe_area = str(obj.BendPipeArea.getValueAs("mm^2").Value)
-        bend_radius_diameter = str(obj.BendRadiusDiameter)
-        bend_angle = str(obj.BendAngle)
-        bend_loss_coefficient = str(obj.BendLossCoefficient)
-        section_geo = ("{},{},{},{}\n".format(
-            bend_pipe_area,
-            bend_radius_diameter,
-            bend_angle,
-            bend_loss_coefficient
-        ))
-        return section_geo
-    elif section_type == "PIPE GATE VALVE":
-        gatevalve_pipe_area = str(obj.GateValvePipeArea.getValueAs("mm^2").Value)
-        gatevalve_closing_coeff = str(obj.GateValveClosingCoeff)
-        section_geo = gatevalve_pipe_area + "," + gatevalve_closing_coeff + "\n"
-        return section_geo
-    elif section_type == "PIPE WHITE-COLEBROOK":
-        colebrooke_area = str(obj.ColebrookeArea.getValueAs("mm^2").Value)
-        colebrooke_diameter = str(2 * obj.ColebrookeRadius.getValueAs("mm"))
-        colebrooke_grain_diameter = str(obj.ColebrookeGrainDiameter.getValueAs("mm"))
-        colebrooke_form_factor = str(obj.ColebrookeFormFactor)
-        section_geo = ("{},{},{},{},{}\n".format(
-            colebrooke_area,
-            colebrooke_diameter,
-            "-1",
-            colebrooke_grain_diameter,
-            colebrooke_form_factor
-        ))
-        return section_geo
-    elif section_type == "LIQUID PUMP":
-        section_geo = ""
-        for i in range(len(obj.PumpFlowRate)):
-            flow_rate = str(obj.PumpFlowRate[i])
-            top = str(obj.PumpHeadLoss[i])
-            section_geo = section_geo + flow_rate + "," + top + ","
-        section_geo = section_geo + "\n"
-        return section_geo
-    else:
-        return ""