Error Code 204 during remote scripting

Martin St — Wed, 26 Aug 2020 11:19:03 GMT

Hi all!

I'm currently working on remote skripping a model for optimizing the geometry of a geofoam in-filled trench for vibration reduction at high-rise buildings during pile driving works. I therefore wrote a code to change a various amount of possible factors regarding the geometry or the filling of the trench and cascaded all of them in the end to every possible combination calculated.

That's about the situation, here's about the problem:

The code runs fine for a various couple of times (best were 20 succesful runs), but finally gets terminated by the error code 204. The error code comes up in all different of the six phases before the final dynamic pile driving phase. It sometimes stops after 20 runs and after restarting the code from run 0, without changing a bit, it stops at e.g. run 13 or run 4, which were calculated succesfully in before.

I can detect no pattern or anything similar. I ran the code multiple times without changing any variable, making it run with constants, and it still got terminated in various phases at a various number of runs.

The mesh got refined by a volume surounding the actual structures, I refined the trench, the pile and the floors of the building and even changed the error tolerance in the end to 0,1, but error still occurs.

Here's the code for everyone interested seeing the model itself:

import os
from plxscripting.easy import *
#for python server setup
s_i, g_i = new_server('localhost', 10000, password='^xDNNrMUR$$D!2gP')
s_o, g_o = new_server('localhost', 10001, password='^xDNNrMUR$$D!2gP')
def runProcess(n,i,j,k,l,m):
    int(n)
    float(i)
    float(j)
    float(k)
    float(l)
    float(m)
    s_i.new()
    g_i.gotosoil()
    #setting model conditions
    g_i.SoilContour.initializerectangular(0, 0, 80, 60)
    g_i.setproperties("Title","Automation_Test")
    #for soil layer construction
    borehole_1 = g_i.borehole(0, 0)
    g_i.soillayer(1)
    g_i.soillayer(2)
    g_i.soillayer(3)
    g_i.setsoillayerlevel(borehole_1,1, -1)
    g_i.setsoillayerlevel(borehole_1,2, -i)
    g_i.setsoillayerlevel(borehole_1,3, -30)
    #for soil conditions
    g_i.borehole_1.setproperties("Head ",-30)
    material = g_i.soilmat()
    material.setproperties("MaterialName","1.Layer","Colour",10676870,"SoilModel",1,"gammaUnsat",19.5,"gammaSat",19.5,
    "Gref",j,"nu",0.2,"RayleighAlpha",0.1197,"RayleighBeta",6.973E-3,"Rinter",0.67)
    g_i.Soils[0].Material = material
    material = g_i.soilmat()
    material.setproperties("MaterialName","1.Layer","Colour",10676870,"SoilModel",1,"gammaUnsat",19.5,"gammaSat",19.5,
    "Gref",j,"nu",0.2,"RayleighAlpha",0.1197,"RayleighBeta",6.973E-3,"Rinter",0.67)
    g_i.Soils[1].Material = material
    material = g_i.soilmat()
    material.setproperties("MaterialName","2.Layer","Colour",6606905,"SoilModel",1,"gammaUnsat",20.5,"gammaSat",20.5,
    "Gref",62500,"nu",0.2,"RayleighAlpha",0.1102,"RayleighBeta",6.657E-3,"Rinter",0.67)
    g_i.Soils[2].Material = material
    g_i.soilmat("MaterialName","Pile","Colour",8422021,"SoilModel",1,"DrainageType",4,"gammaUnsat",25,"gammaSat",25,
    "Gref",16000000,"nu",0.25,"Rinter",0.67)
    g_i.soilmat("MaterialName","LECA","Colour",16055291,"SoilModel",1,"gammaUnsat",0.141,"gammaSat",0.141,"Gref",935,
    "nu",0.12,"Rinter",0.67)
    #setting construction materials
    g_i.platemat("MaterialName","Floors","Colour",16711680,"d",0.1,"w",25,"E1",28000000,"E2",28000000,"Nu12",0.25,"G12",11200000,
    "G13",11200000,"G23",11200000)
    g_i.platemat("MaterialName","Foundation","Colour",15890743,"d",0.3,"w",25,"E1",28000000,"E2",28000000,"Nu12",0.25,"G12",
    11200000,"G13",11200000,"G23",11200000)
    g_i.platemat("MaterialName","Wall","Colour",16668197,"d",0.2,"w",25,"E1",30000000,"E2",30000000,"Nu12",0.25,"G12",12000000,
    "G13",12000000,"G23",12000000)
    g_i.beammat("MaterialName","Beams","Colour",16711935,"BeamType",0,"PredefinedBeamType",3,"Height",0.5,"Width",0.25,"w",25,
    "E",28000000)
    g_i.beammat("MaterialName","FoundationBeams","Colour",15666410,"BeamType",0,"PredefinedBeamType",3,"Height",1.2,"Width",0.65,
    "w",25,"E",28000000)
    g_i.anchormat("MaterialName","Floor_1","Colour",0,"EA",9075000)
    g_i.anchormat("MaterialName","Floor","Colour",0,"EA",3750000)
    #starting with structures
    g_i.gotostructures()
    #ground plate
    g_i.surface(35,17,-3.5,48.5,17,-3.5,48.5,33,-3.5,35,33,-3.5,35,17,-3.5)
    g_i.decomposesrf(g_i.Polygon_1)
    g_i.decomposeoutl(g_i.Polygon_1)
    #walls
    g_i.extrude(g_i.Line_Polygon_1_1,g_i.Line_Polygon_1_2,g_i.Line_Polygon_1_3,g_i.Line_Polygon_1_4,0,0,3.5)
    g_i.plate(g_i.Polygon_1,g_i.Polygon_2,g_i.Polygon_3,g_i.Polygon_4,g_i.Polygon_5)
    #set materials for geometries
    g_i.setmaterial(g_i.Polygon_1.Plate,g_i.Foundation)
    g_i.setmaterial(g_i.Polygon_2.Plate,g_i.Polygon_3.Plate,g_i.Polygon_4.Plate,g_i.Polygon_5.Plate,g_i.Wall)
    g_i.beam(g_i.Line_Polygon_1_1,g_i.Line_Polygon_1_2,g_i.Line_Polygon_1_3,g_i.Line_Polygon_1_4)
    g_i.setmaterial(g_i.Line_Polygon_1_1.Beam,g_i.Line_Polygon_1_2.Beam,g_i.Line_Polygon_1_3.Beam,g_i.Line_Polygon_1_4.Beam,
    g_i.FoundationBeams)
    #construct reinforments
    g_i.arrayr(g_i.Line_Polygon_1_4,5,2.7,0,0)
    g_i.arrayr(g_i.Line_Polygon_1_3,5,0,-3.2,0)
    g_i.n2nanchor(35,17,-3.5,35,17,0)
    g_i.setmaterial(g_i.Line_9.NodeToNodeAnchor,g_i.Floor)
    g_i.arrayr(g_i.Line_9,6,2.7,0,0)
    g_i.arrayr(g_i.Line_9,g_i.Line_10,g_i.Line_11,g_i.Line_12,g_i.Line_13,g_i.Line_14,6,0,3.2,0)
    #building levels
    g_i.arrayr(g_i.Line_Polygon_1_1,g_i.Line_Polygon_1_2,g_i.Line_Polygon_1_3,g_i.Line_1,g_i.Line_2,g_i.Line_Polygon_1_4,g_i.Line_3,g_i.Line_4,
    g_i.Line_5,g_i.Line_6,g_i.Line_7,g_i.Line_8,2,0,0,3.5)
    g_i.setmaterial(g_i.Line_45.Beam,g_i.Line_46.Beam,g_i.Line_47.Beam,g_i.Line_48.Beam,g_i.Line_49.Beam,g_i.Line_50.Beam,
    g_i.Line_51.Beam,g_i.Line_52.Beam,g_i.Line_53.Beam,g_i.Line_54.Beam,g_i.Line_55.Beam,g_i.Line_56.Beam,g_i.Beams_1)
    g_i.arrayr(g_i.Polygon_1,2,0,0,3.5)
    g_i.setmaterial(g_i.Polygon_6.Plate,g_i.Floors)
    g_i.n2nanchor(35,17,0,35,17,3)
    g_i.setmaterial(g_i.Line_57.NodeToNodeAnchor,g_i.Floor_1)
    g_i.arrayr(g_i.Line_57,6,2.7,0,0)
    g_i.arrayr(g_i.Line_57,g_i.Line_58,g_i.Line_59,g_i.Line_60,g_i.Line_61,g_i.Line_62,6,0,3.2,0)
    g_i.arrayr(g_i.Line_45,g_i.Line_46,g_i.Line_47,g_i.Line_48,g_i.Line_49,g_i.Line_50,g_i.Line_51,g_i.Line_52,g_i.Line_53,
    g_i.Line_54,g_i.Line_55,g_i.Line_56,2,0,0,3)
    g_i.arrayr(g_i.Polygon_6,2,0,0,3)
    #array the floor level to build levels
    g_i.arrayr(g_i.Line_57,g_i.Line_58,g_i.Line_59,g_i.Line_60,g_i.Line_61,g_i.Line_62,g_i.Line_63,g_i.Line_64,g_i.Line_65,
    g_i.Line_66,g_i.Line_67,g_i.Line_68,g_i.Line_69,g_i.Line_70,g_i.Line_71,g_i.Line_72,g_i.Line_73,g_i.Line_57,g_i.Line_74,
    g_i.Line_75,g_i.Line_76,g_i.Line_77,g_i.Line_78,g_i.Line_79,g_i.Line_75,g_i.Line_76,g_i.Line_77,g_i.Line_78,g_i.Line_79,
    g_i.Line_80,g_i.Line_81,g_i.Line_82,g_i.Line_83,g_i.Line_84,g_i.Line_85,g_i.Line_86,g_i.Line_87,g_i.Line_88,g_i.Line_89,
    g_i.Line_90,g_i.Line_91,g_i.Line_92,g_i.Line_93,g_i.Line_94,g_i.Line_95,g_i.Line_96,g_i.Line_97,g_i.Line_98,g_i.Line_99,
    g_i.Line_100,g_i.Line_101,g_i.Line_102,g_i.Line_103,g_i.Line_104,g_i.Polygon_7,5,0,0,3)
    #structuring foundation objects
    g_i.group(g_i.NodeToNodeAnchor_1,g_i.NodeToNodeAnchor_2,g_i.NodeToNodeAnchor_3,g_i.NodeToNodeAnchor_4,g_i.NodeToNodeAnchor_5,
    g_i.NodeToNodeAnchor_6,g_i.NodeToNodeAnchor_7,g_i.NodeToNodeAnchor_8,g_i.NodeToNodeAnchor_9,g_i.NodeToNodeAnchor_10,
    g_i.NodeToNodeAnchor_11,g_i.NodeToNodeAnchor_12,g_i.NodeToNodeAnchor_13,g_i.NodeToNodeAnchor_14,g_i.NodeToNodeAnchor_15,
    g_i.NodeToNodeAnchor_16,g_i.NodeToNodeAnchor_17,g_i.NodeToNodeAnchor_18,g_i.NodeToNodeAnchor_19,g_i.NodeToNodeAnchor_20,
    g_i.NodeToNodeAnchor_21,g_i.NodeToNodeAnchor_22,g_i.NodeToNodeAnchor_23,g_i.NodeToNodeAnchor_24,g_i.NodeToNodeAnchor_25,
    g_i.NodeToNodeAnchor_26,g_i.NodeToNodeAnchor_27,g_i.NodeToNodeAnchor_28,g_i.NodeToNodeAnchor_29,g_i.NodeToNodeAnchor_30,
    g_i.NodeToNodeAnchor_31,g_i.NodeToNodeAnchor_32,g_i.NodeToNodeAnchor_33,g_i.NodeToNodeAnchor_34,g_i.NodeToNodeAnchor_35,
    g_i.NodeToNodeAnchor_36)
    g_i.group_1.rename("Foundation_Columns")
    g_i.group(g_i.Plate_2,g_i.Plate_3,g_i.Plate_4,g_i.Plate_5)
    g_i.group_1.rename("Foundation_Walls")
    g_i.group(g_i.Beam_1,g_i.Beam_2,g_i.Beam_3,g_i.Beam_4,g_i.Beam_5,g_i.Beam_6,g_i.Beam_7,g_i.Beam_8,g_i.Beam_9,g_i.Beam_10,
    g_i.Beam_11,g_i.Beam_12)
    g_i.group_1.rename("Foundation_Beams")
    #constructing the pile
    g_i.surface(15.15,24.85,0,15.15,25.15,0,14.85,25.15,0,14.85,24.85,0)
    g_i.extrude(g_i.polygon_12,0,0,-6)
    g_i.decomposesrf(g_i.volume_1)
    g_i.posinterface(g_i.Polygon_Volume_1_2,g_i.Polygon_Volume_1_3,g_i.Polygon_Volume_1_4,g_i.Polygon_Volume_1_5,
    g_i.Polygon_Volume_1_6)
    #constructing the trench
    g_i.surface(15.15+k,10,0,15.15+k+l,10,0,15.15+k+l,40,0,15.15+k,40,0,15.15+k,10,0)
    g_i.extrude(g_i.polygon_13,0,0,-m)
    g_i.delete(g_i.Polygon_13)
    g_i.decomposesrf(g_i.volume_2)
    g_i.posinterface(g_i.Polygon_Volume_2_2,g_i.Polygon_Volume_2_3,g_i.Polygon_Volume_2_4,g_i.Polygon_Volume_2_5)
    #designing the driving load
    g_i.loadmultiplier()
    g_i.LoadMultiplier_1.setproperties("Amplitude",7459,"Frequency",10)
    g_i.surfload(g_i.Polygon_Volume_1_1)
    g_i.DynSurfaceLoad_1.setproperties("sigz",-1,"Multiplierz",g_i.LoadMultiplier_1)
    #for better mesh quality around the interacting constructions
    g_i.surface(5,5,0,60,5,0,60,45,0,5,45,0,5,5,0)
    g_i.extrude(g_i.Polygon_13,0,0,-m-5)
    g_i.delete(g_i.Polygon_13)
    #meshing
    g_i.gotomesh()
    g_i.BoreholeVolume_1_Volume_1_Volume_3_1.setproperties("CoarsenessFactor",0.1)
    g_i.BoreholeVolume_2_Volume_1_Volume_3_1.setproperties("CoarsenessFactor",0.1)
    g_i.BoreholeVolume_3_Volume_1_Volume_3_1.setproperties("CoarsenessFactor",0.1)
    g_i.BoreholeVolume_1_Volume_2_Volume_3_1.setproperties("CoarsenessFactor",0.1)
    g_i.BoreholeVolume_2_Volume_2_Volume_3_1.setproperties("CoarsenessFactor",0.1)
    g_i.BoreholeVolume_1_Volume_3_1.setproperties("CoarsenessFactor",0.25)
    g_i.BoreholeVolume_2_Volume_3_1.setproperties("CoarsenessFactor",0.25)
    g_i.BoreholeVolume_3_Volume_3_2.setproperties("CoarsenessFactor",0.25)
    if (m>1+i):
        g_i.BoreholeVolume_3_Volume_2_Volume_3_1.setproperties("CoarsenessFactor",0.1)
        g_i.refine(g_i.Polygon_2_3,g_i.Polygon_3_3,g_i.Polygon_4_3,g_i.Polygon_5_3),

g_i.refine(g_i.Polygon_1_Polygon_Polygon_1_1_1,g_i.Polygon_2_1,g_i.Polygon_2_2,g_i.Polygon_3_1,g_i.Polygon_3_2,

g_i.Polygon_4_1,g_i.Polygon_4_2,g_i.Polygon_5_1,g_i.Polygon_5_2,g_i.Polygon_4_1,g_i.Polygon_5_1,g_i.Polygon_6_1,
g_i.Polygon_7_1,g_i.Polygon_8_1,g_i.Polygon_9_1,g_i.Polygon_10_1,g_i.Polygon_11_1),g_i.refine(g_i.Polygon_1_Polygon_Polygon_1_1_1,

    g_i.Polygon_2_1,g_i.Polygon_2_2,g_i.Polygon_3_1,g_i.Polygon_3_2,g_i.Polygon_4_1,g_i.Polygon_4_2,g_i.Polygon_5_1,g_i.Polygon_5_2,g_i.Polygon_4_1,g_i.Polygon_5_1,g_i.Polygon_6_1,
    g_i.Polygon_7_1,g_i.Polygon_8_1,g_i.Polygon_9_1,g_i.Polygon_10_1,g_i.Polygon_11_1)
    g_i.mesh(0.05)
    #designing stages
    g_i.gotostages()
    #1.Phase: Foundation Excavation
    g_i.phase(g_i.InitialPhase)
    g_i.Phase_1.setproperties("Identification","Foundation_Excavation")
    g_i.deactivate(g_i.BoreholeVolume_1_Volume_3_2,g_i.BoreholeVolume_2_Volume_3_2,g_i.Phase_1)
    if (i<=3):
        g_i.deactivate(g_i.BoreholeVolume_3_Volume_3_1,g_i.Phase_1)
    g_i.Phase_1.setproperties("Deform.UseDefaultIterationParams",False)
    g_i.Phase_1.setproperties("Deform.ToleratedError",0.1)
    g_i.Phase_1.setproperties("Deform.MaxIterations",100)
    #2.Phase: Foundation construction
    g_i.phase(g_i.Phase_1)
    g_i.Phase_2.setproperties("Identification","Foundation_Construction")
    g_i.Phase_2.setproperties("ResetDisplacementsToZero",True)
    g_i.activate(g_i.Plate_1,g_i.Foundation_Walls,g_i.Foundation_Beams,g_i.Foundation_Columns,g_i.Plate_6,g_i.Phase_2)
    g_i.Phase_2.setproperties("Deform.UseDefaultIterationParams",False)
    g_i.Phase_2.setproperties("Deform.ToleratedError",0.1)
    g_i.Phase_2.setproperties("Deform.MaxIterations",100)
    #3.Phase: Building the floors
    g_i.phase(g_i.Phase_2)
    g_i.Phase_3.setproperties("Identification","Floor_Construction")
    g_i.Phase_3.setproperties("ResetDisplacementsToZero",True)
    g_i.activate(g_i.NodeToNodeAnchors,g_i.Beams,g_i.Points,g_i.Plates,g_i.Phase_3)
    g_i.Phase_3.setproperties("Deform.UseDefaultIterationParams",False)
    g_i.Phase_3.setproperties("Deform.ToleratedError",0.1)
    g_i.Phase_3.setproperties("Deform.MaxIterations",100)
    #4.Phase: Trench Excavation
    g_i.phase(g_i.Phase_3)
    g_i.Phase_4.setproperties("Identification","Trench_Excavation")
    g_i.Phase_4.setproperties("ResetDisplacementsToZero",True)
    if (m>1+i):
        g_i.deactivate(g_i.BoreholeVolume_3_Volume_2_Volume_3_1,g_i.Phase_4)
    g_i.deactivate(g_i.BoreholeVolume_1_Volume_2_Volume_3_1,g_i.BoreholeVolume_2_Volume_2_Volume_3_1,g_i.Phase_4)
    g_i.Phase_4.setproperties("Deform.UseDefaultIterationParams",False)
    g_i.Phase_4.setproperties("Deform.ToleratedError",0.1)
    g_i.Phase_4.setproperties("Deform.MaxIterations",100)
    #5.Phase: Geofoam installation
    g_i.phase(g_i.Phase_4)
    g_i.Phase_5.setproperties("Identification","LECA Installation")
    g_i.Phase_5.setproperties("ResetDisplacementsToZero",True)
    g_i.Soil_1_Soil_5_Soil_6_1.setmaterial(g_i.Phase_5,g_i.LECA)
    g_i.Soil_2_Soil_5_Soil_6_1.setmaterial(g_i.Phase_5,g_i.LECA)
    if (m>1+i):
        g_i.Soil_3_Soil_5_Soil_6_1.setmaterial(g_i.Phase_5,g_i.LECA)
        g_i.activate(g_i.BoreholeVolume_3_Volume_2_Volume_3_1,g_i.Phase_5)
    g_i.activate(g_i.BoreholeVolume_1_Volume_2_Volume_3_1,g_i.BoreholeVolume_2_Volume_2_Volume_3_1,g_i.Phase_5)
    g_i.Phase_5.setproperties("Deform.UseDefaultIterationParams",False)
    g_i.Phase_5.setproperties("Deform.ToleratedError",0.1)
    g_i.Phase_5.setproperties("Deform.MaxIterations",100)
    #6.Phase: Presetting the pile
    g_i.phase(g_i.Phase_5)
    g_i.Phase_6.setproperties("Identification","Presetting the pile")
    g_i.Phase_6.setproperties("ResetDisplacementsToZero",True)
    g_i.Soil_1_Soil_4_Soil_6_1.setmaterial(g_i.Phase_6,g_i.Pile)
    g_i.Soil_2_Soil_4_Soil_6_1.setmaterial(g_i.Phase_6,g_i.Pile)
    g_i.Soil_3_Soil_4_Soil_6_1.setmaterial(g_i.Phase_6,g_i.Pile)
    g_i.activate(g_i.Interfaces,g_i.Phase_6)
    g_i.Phase_6.setproperties("Deform.UseDefaultIterationParams",False)
    g_i.Phase_6.setproperties("Deform.ToleratedError",0.1)
    g_i.Phase_6.setproperties("Deform.MaxIterations",100)
    #7.Phase: Pile driving
    g_i.phase(g_i.Phase_6)
    g_i.Phase_7.setproperties("Identification","Pile driving","DeformCalcType","dynamic")
    g_i.Phase_7.setproperties("TimeIntervalSeconds",0.5)
    g_i.Phase_7.setproperties("ResetDisplacementsToZero",False)
    g_i.Phase_7.setproperties("UseDefaultIterationParams",False)
    g_i.Phase_7.setproperties("TimeStepDetermType","manual")
    g_i.Phase_7.setproperties("MaxSteps",100)
    g_i.activate(g_i.SurfaceLoads,g_i.Phase_7)
    g_i.activate(g_i.DynSurfaceLoad_1_1,g_i.Phase_7)
    g_i.Dynamics.setproperties("BoundaryXmin",g_i.Phase_7,"viscous","BoundaryYmin",g_i.Phase_7,"viscous",
    "BoundaryZmin",g_i.Phase_7,"viscous","BoundaryXmax",g_i.Phase_7,"viscous","BoundaryYmax",g_i.Phase_7,"viscous",
    "BoundaryZmax",g_i.Phase_7,"none")
    g_i.Phase_7.setproperties("Deform.UseDefaultIterationParams",False)
    g_i.Phase_7.setproperties("Deform.ToleratedError",0.05)
    g_i.Phase_7.setproperties("Deform.MaxIterations",100)
    #Select mesh points prior to caculation
    g_i.selectmeshpoints()
    g_o.addcurvepoint("node",35,25,-0.5)
    g_o.addcurvepoint("node",35,23.4,3)
    g_o.addcurvepoint("node",36.35,26.6,3)
    g_o.update()
    #Start of calculation
    g_i.calculate()
    #Saving the calculation
    n=str(n)
    name=r'\\MASTER01\d\Benutzer\Martin\final\Run_'+n
    g_i.save(name)
    #automating the output data generation
    s_o.open(name)
    def gettable_data(filename=None, phaseorder=None):
        # init data for lists
        stepids = []
        vzAs = []
        uxBs = []
        uzCs = []
        times = []
        phasenames = []
        #look into all phases, all steps:
        for phase in phaseorder:
            for step in phase.Steps.value:
                phasenames.append(phase.Name.value)
                stepids.append(int(step.Name.value.replace("Step_", "")))
                vzAs.append(g_o.getcurveresults(g_o.Nodes[0],step,g_o.ResultTypes.Soil.Vz))
                uxBs.append(g_o.getcurveresults(g_o.Nodes[1],step,g_o.ResultTypes.Soil.Ux))
                uzCs.append(g_o.getcurveresults(g_o.Nodes[2],step,g_o.ResultTypes.Soil.Uz))
                # make sure step info on time is available, then add it:
                timevalue = "-"
                if hasattr(step, 'Reached'):
                    if hasattr(step.Reached, 'Time'):
                        timevalue = step.Reached.Time.value
                times.append(timevalue)
        if filename:
            with open(filename, "w") as file:
                file.writelines(["{}\t{}\t{}\t{}\t{}t{}\n".format(ph, nr, t, vzA, uxB, uzC)
                                 for ph, nr, t, vzA, uxB, uzC in zip(phasenames,stepids,times,vzAs,uxBs,uzCs)])
    gettable_data(filename= name, phaseorder=[g_o.Phase_7])
    s_o.close()
import numpy
def main():
    n=0
    Vs=[44720,71760,105200,144900,191000,243500]
    for i in numpy.arange(2,8.1,1):
        for j in Vs:
            for k in numpy.arange(3,20.1,1.7):
                for l in numpy.arange(0.3,1.51,0.24):
                    for m in numpy.arange(2,8.1,1):
                        n=n+1
                        runProcess(n,i,j,k,l,m)
main()

(Please ignore the desplayed flaws at the refine command. They might appear due to the long code line)

Thanks in advance four all your help and suggentions!

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Wed, 26 Aug 2020 01:19:49 GMT

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Error Code 204 during remote scripting

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