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PDMS to CAESAR-II - Verified Accuracy

avwf_sstusa016971
 
  • I have already checked PSI license, it's valid..
  • Data consistency is fine, no error.. But when i want to convert to cii file still error., :(
  • Could you please post an image of the command line once you get the error?
    Maybe you can type $r6 just before selecting "write data to file"....

    Do you have the correct folders structure?
    I mean, main project folder XXXPSI and 4 subfolder INPUT, OUTPUT, RETURN and LOG?
  • By the way........I had a similar issue with an italian customer now that I remember....

    PSI doesn’t like when the XXXPSI variable  is set to a path that contains \\servername\XXX\XXXPSI notation.
    If you map a drive like Q:\XXX\XXXPSI it should work fine.
  •  

    Fullscreen 276203errorpsi.txt Download 
          endif
      !lines.append(|<InsulationThickness>$!this.insulationthickness</InsulationThickness>|)
      !lines.append(|<Position>$!this.position.east $!this.position.north $!this.position.up</Position>|)
      !lines.append(|<BendRadius>$!this.bendradius</BendRadius>|)
      if !this.componentType inset('ELBO','BEND') then
      endif
      !lines.append(|<SIF>$!this.sif</SIF>|)
      if !this.restlines.size().gt(0) then
      endif
      !lines.append(|</Node>|)
      return !lines
      if !a.componentType.eq('BRAN').and(!a.point.eq(2))  then
      endif
   enddo
      if !a.componentType.eq('BRAN').and(!a.point.eq(1)) then
      endif
      !lines.appendarray(!a.makenodelines())
define method .makenodelines()is ARRAY
      !lines = ARRAY()
      if !this.componentType.eq('BRAN') and !this.point.eq(1) then
      endif
      !lines.append(|<Node>|)
      if !this.nodenumber.unset() then
         !num = -1
      else
      !lines.append(|<NodeNumber>$!num</NodeNumber>|)
      !lines.append(|<Endpoint>$!this.point</Endpoint>|)
     if !this.rigid.eq('END') then
     else
        if !this.rigid.eq('START')  then
        endif
        !lines.append(|<ComponentType>$!this.componentType</ComponentType>|)
          if !this.weight.unset() then
          endif
          !lines.append(|<Weight>$!this.weight</Weight>|)
     endif
      !lines.append(|<ComponentRefNo>$!this.component</ComponentRefNo>|)
      !lines.append(|<OutsideDiameter>$!this.outsideDiameter</OutsideDiameter>|)
      !lines.append(|<WallThickness>$!this.wallThickness</WallThickness>|)
      !lines.append(|<CorrosionAllowance>$!this.corrosionAllowance</CorrosionAllowance>|)
      if !this.AlphaAngle.set() then
      endif
      !lines.append(|<InsulationThickness>$!this.insulationthickness</InsulationThickness>|)
      !lines.append(|<Position>$!this.position.east $!this.position.north $!this.position.up</Position>|)
      !lines.append(|<BendRadius>$!this.bendradius</BendRadius>|)
      if !this.componentType inset('ELBO','BEND') then
      endif
      !lines.append(|<SIF>$!this.sif</SIF>|)
      if !this.restlines.size().gt(0) then
      endif
      !lines.append(|</Node>|)
      return !lines
      if !a.componentType.eq('BRAN').and(!a.point.eq(2))  then
      endif
   enddo
      if !a.componentType.eq('BRAN').and(!a.point.eq(1)) then
      endif
      !lines.appendarray(!a.makenodelines())
define method .makenodelines()is ARRAY
      !lines = ARRAY()
      if !this.componentType.eq('BRAN') and !this.point.eq(1) then
      endif
      !lines.append(|<Node>|)
      if !this.nodenumber.unset() then
         !num = -1
      else
      !lines.append(|<NodeNumber>$!num</NodeNumber>|)
      !lines.append(|<Endpoint>$!this.point</Endpoint>|)
     if !this.rigid.eq('END') then
     else
        if !this.rigid.eq('START')  then
        endif
        !lines.append(|<ComponentType>$!this.componentType</ComponentType>|)
          if !this.weight.unset() then
          endif
          !lines.append(|<Weight>$!this.weight</Weight>|)
     endif
      !lines.append(|<ComponentRefNo>$!this.component</ComponentRefNo>|)
      !lines.append(|<OutsideDiameter>$!this.outsideDiameter</OutsideDiameter>|)
      !lines.append(|<WallThickness>$!this.wallThickness</WallThickness>|)
      !lines.append(|<CorrosionAllowance>$!this.corrosionAllowance</CorrosionAllowance>|)
      if !this.AlphaAngle.set() then
      endif
      !lines.append(|<InsulationThickness>$!this.insulationthickness</InsulationThickness>|)
      !lines.append(|<Position>$!this.position.east $!this.position.north $!this.position.up</Position>|)
      !lines.append(|<BendRadius>$!this.bendradius</BendRadius>|)
      if !this.componentType inset('ELBO','BEND') then
      endif
      !lines.append(|<SIF>$!this.sif</SIF>|)
      if !this.restlines.size().gt(0) then
      endif
      !lines.append(|</Node>|)
      return !lines
      if !a.componentType.eq('BRAN').and(!a.point.eq(2))  then
      endif
   enddo
      if !a.componentType.eq('BRAN').and(!a.point.eq(1)) then
      endif
      !lines.appendarray(!a.makenodelines())
define method .makenodelines()is ARRAY
      !lines = ARRAY()
      if !this.componentType.eq('BRAN') and !this.point.eq(1) then
      endif
      !lines.append(|<Node>|)
      if !this.nodenumber.unset() then
      else
         !num = !this.nodenumber
      endif
      !lines.append(|<NodeNumber>$!num</NodeNumber>|)
      !lines.append(|<Endpoint>$!this.point</Endpoint>|)
     if !this.rigid.eq('END') then
     else
        if !this.rigid.eq('START')  then
        endif
        !lines.append(|<ComponentType>$!this.componentType</ComponentType>|)
          if !this.weight.unset() then
          endif
          !lines.append(|<Weight>$!this.weight</Weight>|)
     endif
      !lines.append(|<ComponentRefNo>$!this.component</ComponentRefNo>|)
      !lines.append(|<OutsideDiameter>$!this.outsideDiameter</OutsideDiameter>|)
      !lines.append(|<WallThickness>$!this.wallThickness</WallThickness>|)
      !lines.append(|<CorrosionAllowance>$!this.corrosionAllowance</CorrosionAllowance>|)
      if !this.AlphaAngle.set() then
      endif
      !lines.append(|<InsulationThickness>$!this.insulationthickness</InsulationThickness>|)
      !lines.append(|<Position>$!this.position.east $!this.position.north $!this.position.up</Position>|)
      !lines.append(|<BendRadius>$!this.bendradius</BendRadius>|)
      if !this.componentType inset('ELBO','BEND') then
      endif
      !lines.append(|<SIF>$!this.sif</SIF>|)
      if !this.restlines.size().gt(0) then
      endif
      !lines.append(|</Node>|)
      return !lines
      if !a.componentType.eq('BRAN').and(!a.point.eq(2))  then
      endif
   enddo
      if !a.componentType.eq('BRAN').and(!a.point.eq(1)) then
      endif
      !lines.appendarray(!a.makenodelines())
define method .makenodelines()is ARRAY
      !lines = ARRAY()
      if !this.componentType.eq('BRAN') and !this.point.eq(1) then
      endif
      !lines.append(|<Node>|)
      if !this.nodenumber.unset() then
         !num = -1
      else
      !lines.append(|<NodeNumber>$!num</NodeNumber>|)
      !lines.append(|<Endpoint>$!this.point</Endpoint>|)
     if !this.rigid.eq('END') then
     else
        if !this.rigid.eq('START')  then
        endif
        !lines.append(|<ComponentType>$!this.componentType</ComponentType>|)
          if !this.weight.unset() then
          endif
          !lines.append(|<Weight>$!this.weight</Weight>|)
     endif
      !lines.append(|<ComponentRefNo>$!this.component</ComponentRefNo>|)
      !lines.append(|<OutsideDiameter>$!this.outsideDiameter</OutsideDiameter>|)
      !lines.append(|<WallThickness>$!this.wallThickness</WallThickness>|)
      !lines.append(|<CorrosionAllowance>$!this.corrosionAllowance</CorrosionAllowance>|)
      if !this.AlphaAngle.set() then
      endif
      !lines.append(|<InsulationThickness>$!this.insulationthickness</InsulationThickness>|)
      !lines.append(|<Position>$!this.position.east $!this.position.north $!this.position.up</Position>|)
      !lines.append(|<BendRadius>$!this.bendradius</BendRadius>|)
      if !this.componentType inset('ELBO','BEND') then
      endif
      !lines.append(|<SIF>$!this.sif</SIF>|)
      if !this.restlines.size().gt(0) then
      endif
      !lines.append(|</Node>|)
      return !lines
      if !a.componentType.eq('BRAN').and(!a.point.eq(2))  then
      endif
   enddo
      if !a.componentType.eq('BRAN').and(!a.point.eq(1)) then
      endif
      !lines.appendarray(!a.makenodelines())
define method .makenodelines()is ARRAY
      !lines = ARRAY()
      if !this.componentType.eq('BRAN') and !this.point.eq(1) then
      endif
      !lines.append(|<Node>|)
      if !this.nodenumber.unset() then
         !num = -1
      else
      !lines.append(|<NodeNumber>$!num</NodeNumber>|)
      !lines.append(|<Endpoint>$!this.point</Endpoint>|)
     if !this.rigid.eq('END') then
     else
        if !this.rigid.eq('START')  then
        endif
        !lines.append(|<ComponentType>$!this.componentType</ComponentType>|)
          if !this.weight.unset() then
          endif
          !lines.append(|<Weight>$!this.weight</Weight>|)
     endif
      !lines.append(|<ComponentRefNo>$!this.component</ComponentRefNo>|)
      !lines.append(|<OutsideDiameter>$!this.outsideDiameter</OutsideDiameter>|)
      !lines.append(|<WallThickness>$!this.wallThickness</WallThickness>|)
      !lines.append(|<CorrosionAllowance>$!this.corrosionAllowance</CorrosionAllowance>|)
      if !this.AlphaAngle.set() then
      endif
      !lines.append(|<InsulationThickness>$!this.insulationthickness</InsulationThickness>|)
      !lines.append(|<Position>$!this.position.east $!this.position.north $!this.position.up</Position>|)
      !lines.append(|<BendRadius>$!this.bendradius</BendRadius>|)
      if !this.componentType inset('ELBO','BEND') then
         !lines.append(|<BendType>$!this.bendtype</BendType>|)
      endif
      !lines.append(|<SIF>$!this.sif</SIF>|)
      if !this.restlines.size().gt(0) then
      endif
      !lines.append(|</Node>|)
      return !lines
      if !a.componentType.eq('BRAN').and(!a.point.eq(2))  then
      endif
   enddo
      if !a.componentType.eq('BRAN').and(!a.point.eq(1)) then
      endif
      !lines.appendarray(!a.makenodelines())
define method .makenodelines()is ARRAY
      !lines = ARRAY()
      if !this.componentType.eq('BRAN') and !this.point.eq(1) then
      endif
      !lines.append(|<Node>|)
      if !this.nodenumber.unset() then
      else
         !num = !this.nodenumber
      endif
      !lines.append(|<NodeNumber>$!num</NodeNumber>|)
      !lines.append(|<Endpoint>$!this.point</Endpoint>|)
     if !this.rigid.eq('END') then
     else
        if !this.rigid.eq('START')  then
        endif
        !lines.append(|<ComponentType>$!this.componentType</ComponentType>|)
          if !this.weight.unset() then
          endif
          !lines.append(|<Weight>$!this.weight</Weight>|)
     endif
      !lines.append(|<ComponentRefNo>$!this.component</ComponentRefNo>|)
      !lines.append(|<OutsideDiameter>$!this.outsideDiameter</OutsideDiameter>|)
      !lines.append(|<WallThickness>$!this.wallThickness</WallThickness>|)
      !lines.append(|<CorrosionAllowance>$!this.corrosionAllowance</CorrosionAllowance>|)
      if !this.AlphaAngle.set() then
      endif
      !lines.append(|<InsulationThickness>$!this.insulationthickness</InsulationThickness>|)
      !lines.append(|<Position>$!this.position.east $!this.position.north $!this.position.up</Position>|)
      !lines.append(|<BendRadius>$!this.bendradius</BendRadius>|)
      if !this.componentType inset('ELBO','BEND') then
         !lines.append(|<BendType>$!this.bendtype</BendType>|)
      endif
      !lines.append(|<SIF>$!this.sif</SIF>|)
      if !this.restlines.size().gt(0) then
      endif
      !lines.append(|</Node>|)
      return !lines
      if !a.componentType.eq('BRAN').and(!a.point.eq(2))  then
      endif
   enddo
      if !a.componentType.eq('BRAN').and(!a.point.eq(1)) then
      endif
      !lines.appendarray(!a.makenodelines())
define method .makenodelines()is ARRAY
      !lines = ARRAY()
      if !this.componentType.eq('BRAN') and !this.point.eq(1) then
      endif
      !lines.append(|<Node>|)
      if !this.nodenumber.unset() then
         !num = -1
      else
      !lines.append(|<NodeNumber>$!num</NodeNumber>|)
      !lines.append(|<Endpoint>$!this.point</Endpoint>|)
     if !this.rigid.eq('END') then
     else
        if !this.rigid.eq('START')  then
        endif
        !lines.append(|<ComponentType>$!this.componentType</ComponentType>|)
          if !this.weight.unset() then
          endif
          !lines.append(|<Weight>$!this.weight</Weight>|)
     endif
      !lines.append(|<ComponentRefNo>$!this.component</ComponentRefNo>|)
      !lines.append(|<OutsideDiameter>$!this.outsideDiameter</OutsideDiameter>|)
      !lines.append(|<WallThickness>$!this.wallThickness</WallThickness>|)
      !lines.append(|<CorrosionAllowance>$!this.corrosionAllowance</CorrosionAllowance>|)
      if !this.AlphaAngle.set() then
      endif
      !lines.append(|<InsulationThickness>$!this.insulationthickness</InsulationThickness>|)
      !lines.append(|<Position>$!this.position.east $!this.position.north $!this.position.up</Position>|)
      !lines.append(|<BendRadius>$!this.bendradius</BendRadius>|)
      if !this.componentType inset('ELBO','BEND') then
         !lines.append(|<BendType>$!this.bendtype</BendType>|)
      endif
      !lines.append(|<SIF>$!this.sif</SIF>|)
      if !this.restlines.size().gt(0) then
      endif
      !lines.append(|</Node>|)
      return !lines
      if !a.componentType.eq('BRAN').and(!a.point.eq(2))  then
      endif
   enddo
      if !a.componentType.eq('BRAN').and(!a.point.eq(1)) then
      endif
      !lines.appendarray(!a.makenodelines())
define method .makenodelines()is ARRAY
      !lines = ARRAY()
      if !this.componentType.eq('BRAN') and !this.point.eq(1) then
      endif
      !lines.append(|<Node>|)
      if !this.nodenumber.unset() then
      else
         !num = !this.nodenumber
      endif
      !lines.append(|<NodeNumber>$!num</NodeNumber>|)
      !lines.append(|<Endpoint>$!this.point</Endpoint>|)
     if !this.rigid.eq('END') then
     else
        if !this.rigid.eq('START')  then
          !lines.append(|<Rigid>1</Rigid>|)
        endif
        !lines.append(|<ComponentType>$!this.componentType</ComponentType>|)
          if !this.weight.unset() then
          endif
          !lines.append(|<Weight>$!this.weight</Weight>|)
     endif
      !lines.append(|<ComponentRefNo>$!this.component</ComponentRefNo>|)
      !lines.append(|<OutsideDiameter>$!this.outsideDiameter</OutsideDiameter>|)
      !lines.append(|<WallThickness>$!this.wallThickness</WallThickness>|)
      !lines.append(|<CorrosionAllowance>$!this.corrosionAllowance</CorrosionAllowance>|)
      if !this.AlphaAngle.set() then
      endif
      !lines.append(|<InsulationThickness>$!this.insulationthickness</InsulationThickness>|)
      !lines.append(|<Position>$!this.position.east $!this.position.north $!this.position.up</Position>|)
      !lines.append(|<BendRadius>$!this.bendradius</BendRadius>|)
      if !this.componentType inset('ELBO','BEND') then
      endif
      !lines.append(|<SIF>$!this.sif</SIF>|)
      if !this.restlines.size().gt(0) then
      endif
      !lines.append(|</Node>|)
      return !lines
      if !a.componentType.eq('BRAN').and(!a.point.eq(2))  then
      endif
   enddo
      if !a.componentType.eq('BRAN').and(!a.point.eq(1)) then
      endif
      !lines.appendarray(!a.makenodelines())
define method .makenodelines()is ARRAY
      !lines = ARRAY()
      if !this.componentType.eq('BRAN') and !this.point.eq(1) then
      endif
      !lines.append(|<Node>|)
      if !this.nodenumber.unset() then
         !num = -1
      else
      !lines.append(|<NodeNumber>$!num</NodeNumber>|)
      !lines.append(|<Endpoint>$!this.point</Endpoint>|)
     if !this.rigid.eq('END') then
     else
        if !this.rigid.eq('START')  then
        endif
        !lines.append(|<ComponentType>$!this.componentType</ComponentType>|)
          if !this.weight.unset() then
          endif
          !lines.append(|<Weight>$!this.weight</Weight>|)
     endif
      !lines.append(|<ComponentRefNo>$!this.component</ComponentRefNo>|)
      !lines.append(|<OutsideDiameter>$!this.outsideDiameter</OutsideDiameter>|)
      !lines.append(|<WallThickness>$!this.wallThickness</WallThickness>|)
      !lines.append(|<CorrosionAllowance>$!this.corrosionAllowance</CorrosionAllowance>|)
      if !this.AlphaAngle.set() then
      endif
      !lines.append(|<InsulationThickness>$!this.insulationthickness</InsulationThickness>|)
      !lines.append(|<Position>$!this.position.east $!this.position.north $!this.position.up</Position>|)
      !lines.append(|<BendRadius>$!this.bendradius</BendRadius>|)
      if !this.componentType inset('ELBO','BEND') then
      endif
      !lines.append(|<SIF>$!this.sif</SIF>|)
      if !this.restlines.size().gt(0) then
      endif
      !lines.append(|</Node>|)
      return !lines
      if !a.componentType.eq('BRAN').and(!a.point.eq(2))  then
      endif
   enddo
      if !a.componentType.eq('BRAN').and(!a.point.eq(1)) then
      endif
      !lines.appendarray(!a.makenodelines())
define method .makenodelines()is ARRAY
      !lines = ARRAY()
      if !this.componentType.eq('BRAN') and !this.point.eq(1) then
      endif
      !lines.append(|<Node>|)
      if !this.nodenumber.unset() then
         !num = -1
      else
      !lines.append(|<NodeNumber>$!num</NodeNumber>|)
      !lines.append(|<Endpoint>$!this.point</Endpoint>|)
     if !this.rigid.eq('END') then
     else
        if !this.rigid.eq('START')  then
        endif
        !lines.append(|<ComponentType>$!this.componentType</ComponentType>|)
          if !this.weight.unset() then
          endif
          !lines.append(|<Weight>$!this.weight</Weight>|)
     endif
      !lines.append(|<ComponentRefNo>$!this.component</ComponentRefNo>|)
      !lines.append(|<OutsideDiameter>$!this.outsideDiameter</OutsideDiameter>|)
      !lines.append(|<WallThickness>$!this.wallThickness</WallThickness>|)
      !lines.append(|<CorrosionAllowance>$!this.corrosionAllowance</CorrosionAllowance>|)
      if !this.AlphaAngle.set() then
      endif
      !lines.append(|<InsulationThickness>$!this.insulationthickness</InsulationThickness>|)
      !lines.append(|<Position>$!this.position.east $!this.position.north $!this.position.up</Position>|)
      !lines.append(|<BendRadius>$!this.bendradius</BendRadius>|)
      if !this.componentType inset('ELBO','BEND') then
      endif
      !lines.append(|<SIF>$!this.sif</SIF>|)
      if !this.restlines.size().gt(0) then
      endif
      !lines.append(|</Node>|)
      return !lines
      if !a.componentType.eq('BRAN').and(!a.point.eq(2))  then
      endif
   enddo
      if !a.componentType.eq('BRAN').and(!a.point.eq(1)) then
      endif
      !lines.appendarray(!a.makenodelines())
define method .makenodelines()is ARRAY
      !lines = ARRAY()
      if !this.componentType.eq('BRAN') and !this.point.eq(1) then
      endif
      !lines.append(|<Node>|)
      if !this.nodenumber.unset() then
         !num = -1
      else
      !lines.append(|<NodeNumber>$!num</NodeNumber>|)
      !lines.append(|<Endpoint>$!this.point</Endpoint>|)
     if !this.rigid.eq('END') then
     else
        if !this.rigid.eq('START')  then
        endif
        !lines.append(|<ComponentType>$!this.componentType</ComponentType>|)
          if !this.weight.unset() then
          endif
          !lines.append(|<Weight>$!this.weight</Weight>|)
     endif
      !lines.append(|<ComponentRefNo>$!this.component</ComponentRefNo>|)
      !lines.append(|<OutsideDiameter>$!this.outsideDiameter</OutsideDiameter>|)
      !lines.append(|<WallThickness>$!this.wallThickness</WallThickness>|)
      !lines.append(|<CorrosionAllowance>$!this.corrosionAllowance</CorrosionAllowance>|)
      if !this.AlphaAngle.set() then
      endif
      !lines.append(|<InsulationThickness>$!this.insulationthickness</InsulationThickness>|)
      !lines.append(|<Position>$!this.position.east $!this.position.north $!this.position.up</Position>|)
      !lines.append(|<BendRadius>$!this.bendradius</BendRadius>|)
      if !this.componentType inset('ELBO','BEND') then
      endif
      !lines.append(|<SIF>$!this.sif</SIF>|)
      if !this.restlines.size().gt(0) then
      endif
      !lines.append(|</Node>|)
      return !lines
      if !a.componentType.eq('BRAN').and(!a.point.eq(2))  then
      endif
   enddo
      if !a.componentType.eq('BRAN').and(!a.point.eq(1)) then
      endif
      !lines.appendarray(!a.makenodelines())
define method .makenodelines()is ARRAY
      !lines = ARRAY()
      if !this.componentType.eq('BRAN') and !this.point.eq(1) then
      endif
      !lines.append(|<Node>|)
      if !this.nodenumber.unset() then
      else
         !num = !this.nodenumber
      endif
      !lines.append(|<NodeNumber>$!num</NodeNumber>|)
      !lines.append(|<Endpoint>$!this.point</Endpoint>|)
     if !this.rigid.eq('END') then
          !lines.append(|<Rigid>2</Rigid>|)
          !lines.append(|<ComponentType>RIGID</ComponentType>|)
          if !this.rigidweight.unset() then
           endif
          !lines.append(|<Weight>$!this.rigidweight</Weight>|)
     else
      !lines.append(|<ComponentRefNo>$!this.component</ComponentRefNo>|)
      !lines.append(|<OutsideDiameter>$!this.outsideDiameter</OutsideDiameter>|)
      !lines.append(|<WallThickness>$!this.wallThickness</WallThickness>|)
      !lines.append(|<CorrosionAllowance>$!this.corrosionAllowance</CorrosionAllowance>|)
      if !this.AlphaAngle.set() then
      endif
      !lines.append(|<InsulationThickness>$!this.insulationthickness</InsulationThickness>|)
      !lines.append(|<Position>$!this.position.east $!this.position.north $!this.position.up</Position>|)
      !lines.append(|<BendRadius>$!this.bendradius</BendRadius>|)
      if !this.componentType inset('ELBO','BEND') then
      endif
      !lines.append(|<SIF>$!this.sif</SIF>|)
      if !this.restlines.size().gt(0) then
      endif
      !lines.append(|</Node>|)
      return !lines
      if !a.componentType.eq('BRAN').and(!a.point.eq(2))  then
         !lines.append(|</Branch>|)
      endif
   enddo
   !this.lines = !lines
   !this.endreport()
define method .endreport()
  !lines = !this.lines
  !lines.append(|</Pipe>|)
  !lines.append(|</PipeStressExport>|)
  !this.lines = !lines
endmethod
endmethod
  !stressGroup = !this.currentGroup.stressgroupname.after('/')
  !fileName =  '$!psidir' & '\' & 'output' & '\' & !stressGroup & '.xml'
  !outputFileName = object FILE('$!fileName')
  !this.currentGroup.writedata(!outputFileName)
define method .writeData(!file is FILE)
  !file.writefile('Write',!this.lines)
  handle ANY
  handle ANY
     !!alert.error('Write Aborted')
  endhandle
endmethod
  !formDirName = object FILE(!!pml.getPathName('psisystem.pmlfrm'))
  !formLoc = !formDirName.directory()
  !coreLoc = '$!formLoc' + '\..\..\..\core'
  syscom '$!coreLoc\convert_to_cii.bat $!psiDir $!stressGroup $!coreLoc'
endmethod
$r

  • Do you have the correct folders structure?
    I mean, main project folder XXXPSI and 4 subfolder INPUT, OUTPUT, RETURN and LOG?
  • yes, i have.. i've copied from sam project and changed the name with XXXPSI..
  • i've tried, tried, and tried again.. and now, it's work... yeahh,, :D

    very very thank you for corrado d(^^,)
  • It would be interesting knowing the way you've solved it...
  • i try to convert in new stress group, and it's work.. :D