Merge branch 'master' into develop

3.1d1

LuaLibs/PanelSaw.lua

@@ -3,7 +3,9 @@
 
 -- Intestazioni
 require( 'EgtBase')
-EgtEnableDebug( false)
+
+-- Dati
+local WL = require ( 'WallLib')
 
 local PanelSaw = {}
 
@@ -30,17 +32,37 @@ local function GetPanelList()
       PanelList[i].dWidth = EgtGetInfo( idMachGroup, 'PANELWIDTH', 'd')
       PanelList[i].dThickness = EgtGetInfo( idMachGroup, 'PANELHEIGHT', 'd')
       PanelList[i].sMaterialFullName = EgtGetInfo( idMachGroup, 'MATERIAL', 's') or '0000-MATERIAL'
+      PanelList[i].sMaterialPlusThickness = PanelList[i].sMaterialFullName .. '_' .. tostring( string.format( '%.1f', PanelList[i].dThickness))
       local vMaterialInfo = EgtSplitString( PanelList[i].sMaterialFullName, '-')
       PanelList[i].idMaterial = vMaterialInfo[1]
       PanelList[i].idProd = EgtGetInfo( idMachGroup, 'PRODID', 'i')
       PanelList[i].idPatt = EgtGetInfo( idMachGroup, 'PATTID', 'i')
       PanelList[i].nPdn = EgtGetInfo( idPart, 'PDN', 'i')
       PanelList[i].sName = EgtGetInfo( idPart, 'NAM', 's')
-      PanelList[i].sDescription = ''
+      PanelList[i].sDescription = PanelList[i].sName
+      local sGrainInfo = EgtGetInfo( idPart, "GRAINDIRECTION", 's')
+      PanelList[i].sGrainDirection = 'None'
+      if sGrainInfo then
+         local bUseGrain = ( string.sub( sGrainInfo, 7) == '1')
+         local sGrainDirection = string.sub( sGrainInfo, 1, 5)
+         if bUseGrain then
+            if sGrainDirection == "1,0,0" then
+               PanelList[i].sGrainDirection = 'Length'
+            elseif sGrainDirection == "0,1,0" then
+               PanelList[i].sGrainDirection = 'Width'
+            end
+         end
+      end
       -- in questa modalità ogni MachGroup è 1 pezzo, non esistono multipli
       -- TODO valutare se raggruppare i pannelli uguali per la cutting list
       PanelList[i].nQuantity = 1
-      -- TODO aggiungere labeling, edgebanding, graindirection, ...
+      -- TODO le informazioni di edgebanding devono arrivare dal btl
+      PanelList[i].sEdgeMaterialLeft = ''
+      PanelList[i].sEdgeMaterialRight = ''
+      PanelList[i].sEdgeMaterialTop = ''
+      PanelList[i].sEdgeMaterialBottom = ''
+      -- TODO il barcode deve arrivare dal btl
+      PanelList[i].sBarcode = ''
 
       idMachGroup = EgtGetNextMachGroup( idMachGroup)
    end
@@ -56,13 +78,11 @@ local function GetSheetList()
          dLength = 2800,
          dWidth = 2070,
          dThickness = 8,
-         sMaterial = ''
       },
       {
          dLength = 2800,
          dWidth = 2070,
          dThickness = 18,
-         sMaterial = ''
       }
    }
 
@@ -75,204 +95,250 @@ local function GetProjectInfo()
    local ProjectInfo = {}
    local idBtlInfo = EgtGetFirstNameInGroup( GDB_ID.ROOT, 'BtlInfo') or GDB_ID.NULL
 
-   ProjectInfo.sProjectName = EgtGetInfo( idBtlInfo, 'PROJECTNAME', 's') or ''
+   _, ProjectInfo.sProjectName = EgtSplitPath( EgtGetInfo( idBtlInfo, 'PROJECTNAME', 's') or '')
 
    return ProjectInfo
 end
 
-local function GetFormattedLine( ValuesList, ValuesPlaceholders, FieldFixLength)
-   local sLine = ''
-   local Values = ValuesList
-   local nPos = 1  -- posizione partenza linea
-
-   for j, Value in ipairs( Values) do
-      local Placeholder = ValuesPlaceholders[j]
-      local sFormatted = string.format( Placeholder, Value)
-
-      -- se il campo ha lunghezza fissa, si aggiungono spazi
-      if FieldFixLength and FieldFixLength[j] then
-         local sFieldLength = FieldFixLength[j]
-         -- troncamento se troppo lungo
-         if #sFormatted > sFieldLength then
-            sFormatted = string.sub( sFormatted, 1, sFieldLength)
-         end
-         sFormatted = sFormatted .. string.rep(" ", sFieldLength - #sFormatted)
-      end
-
-      sLine = sLine .. sFormatted
-      nPos = nPos + #sFormatted
-
-      -- Aggiungi spazio solo se non è l'ultimo campo
-      if j < #Values then
-         sLine = sLine .. " "
-         nPos = nPos + 1
-      end
-   end
-   return sLine
-end
-
 
 local function BuildCuttingList_Cutty( PanelList, SheetList, ProjectInfo)
 
+   -- se il numero di pezzi supera il limite, si devono creare più liste
+   local nMaxPanelsCount = 30
+   local SplittedPanelList = WL.SplitTableInChunks( PanelList, nMaxPanelsCount)
+   local LinesToWriteList = {}
+
+   for nCurrentPanelList = 1, #SplittedPanelList do
+      local Lines = {}
+      local CurrentPanelList = SplittedPanelList[nCurrentPanelList]
+      LinesToWriteList[nCurrentPanelList] = {}
+
+      local F0 = {
+         Header = { 'F0'},
+         HeaderPlaceholders = { '%-53s'},
+         Values = { ' 7.70', '210700', '150300'},
+         ValuesPlaceholders = { '%s', '%s', '%s'}
+      }
+
+      local F0b = {
+         Header = { 'F0b', '""', '""', '""', '""'},
+         HeaderPlaceholders = { '%s', '%s', '%s', '%s', '%s'}
+      }
+
+      local F1 = {
+         Header = { 'F1', CurrentPanelList[1].dThickness, 0, 0, 0, ''},
+         HeaderPlaceholders = { '%s', '%.3f', '%.3f', '%.3f', '%.3f', '%-20s'},
+         ValuesList = {},
+         ValuesPlaceholders = { '%.3f', '%.3f', '%d', '%d', '%d', '%-29d', '%-50s', '%d', '%.3f', '%d', '%d', '%d', '%d'},
+      }
+      for i = 1, #SheetList do
+         F1.ValuesList[i] = { SheetList[i].dLength, SheetList[i].dWidth, 99, 200, 1, 1, CurrentPanelList[1].sMaterialFullName, 0, 1, 0, 0, 0, 0}
+      end
+
+      local F2 = {
+         Header = { 'F2', 0, 0, 0},
+         HeaderPlaceholders = { '%s', '%d', '%d', '%d'},
+         ValuesList = {},
+         ValuesPlaceholders = { '%.3f', '%.3f', '%d', '%d', '%d', '%d', '%d', '%-20s', '%d', '%d', '%d', '%d', '%-50s', '%d', '%d', '%d', '%d', '%d', '%d', '%.3f', '%d', '%d', '%-85d', '%.3f', '%.3f'},
+      }
+      for i = 1, #CurrentPanelList do
+         local nGrain = 0
+         if PanelList[i].sGrainDirection == 'Length' then
+            nGrain = 1
+         elseif PanelList[i].sGrainDirection == 'Width' then
+            nGrain = 1
+            CurrentPanelList[i].dLength, CurrentPanelList[i].dWidth = CurrentPanelList[i].dWidth, CurrentPanelList[i].dLength
+         end
+         F2.ValuesList[i] = { CurrentPanelList[i].dLength, CurrentPanelList[i].dWidth, CurrentPanelList[i].nQuantity, 0, nGrain, 0, 0, CurrentPanelList[i].nPdn, 0, 0, 0, 0, CurrentPanelList[i].sDescription, 0, 0, 0, 0, 1, 0, 1500, 0, 0, 0, 0, 0}
+      end
+
+      local F7 = {
+         Header = { 'F7', 3052, 0},
+         HeaderPlaceholders = { '%s', '%s', '%d'},
+         ValuesList = {
+            { 218, 436},
+            { 167, 669},
+            { 204, 408},
+            { 204, 204},
+            { 204, 204},
+            { 209, 209},
+            { 167, 167},
+            { 213, 213},
+            { 229, 229},
+            { 164, 164},
+            { 150, 150}
+         },
+         ValuesPlaceholders = {
+            { '%s', '%s'},
+            { '%s', '%s'},
+            { '%s', '%s'},
+            { '%s', '%s'},
+            { '%s', '%s'},
+            { '%s', '%s'},
+            { '%s', '%s'},
+            { '%s', '%s'},
+            { '%s', '%s'},
+            { '%s', '%s'},
+            { '%s', '%s'}
+         }
+      }
+
+      local F7b = {
+         Header = { 'F7b', 0, 0, 0, 0},
+         HeaderPlaceholders = { '%s', '%.3f', '%.3f', '%.3f', '%.3f'},
+         Values = {},
+         ValuesPlaceholders = {}
+      }
+
+      local F8 = {
+         Header = { 'F8', 0, 0, 20, 20, 0, 0, 0, -1, -1, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0},
+         HeaderPlaceholders = { '%s', '%.3f', '%.3f', '%d', '%d', '%d', '%d', '%.3f', '%d', '%d', '%d', '%d', '%d', '%d', '%.3f', '%d', '%d', '%d', '%d', '%d', '%d', '%.3f', '%.3f', '%.3f'}
+      }
+
+      local F9 = {
+         Header = { 'F9', 0, 0, 0, 0, 0, 0, 0, 0, 10, 0, 4.3, 0, 0, 0, 2, 0, 2450, 1, 0, 0, 0, 0, 0, 0, 0, 0, 0},
+         HeaderPlaceholders = { '%s', '%d', '%.3f', '%d', '%.3f', '%.3f', '%.3f', '%.3f', '%.3f', '%d', '%d', '%.3f', '%d', '%d', '%d', '%d', '%.3f', '%.3f', '%d', '%d', '%.3f', '%.3f', '%.3f', '%.3f', '%d', '%d', '%.3f', '%.3f'}
+      }
+
+      local F3 = {
+         Header = { 'F3'},
+         HeaderPlaceholders = { '%s'}
+      }
+
+      local E0 = {
+         Header = { 'E0'},
+         HeaderPlaceholders = { '%s'}
+      }
+
+      -- F0
+      table.insert( Lines, string.format( table.concat( F0.HeaderPlaceholders, ' '), table.unpack( F0.Header)))
+      table.insert( Lines, string.format( table.concat( F0.ValuesPlaceholders, ' '), table.unpack( F0.Values)))
+
+      -- linea vuota
+      table.insert( Lines, '')
+
+      -- F0b
+      table.insert( Lines, string.format( table.concat( F0b.HeaderPlaceholders, ' '), table.unpack( F0b.Header)))
+
+      -- linea vuota
+      table.insert( Lines, '')
+
+      -- F1 - sheets
+      table.insert( Lines, string.format( table.concat( F1.HeaderPlaceholders, ' '), table.unpack( F1.Header)))
+      for i = 1, #F1.ValuesList do
+         local Values = F1.ValuesList[i]
+         local Placeholders = F1.ValuesPlaceholders
+         table.insert( Lines, string.format( table.concat( Placeholders, ' '), table.unpack( Values)))
+      end
+
+      -- linea vuota
+      table.insert( Lines, '')
+
+      -- F2 - panels
+      table.insert( Lines, string.format( table.concat( F2.HeaderPlaceholders, ' '), table.unpack( F2.Header)))
+      for i = 1, #F2.ValuesList do
+         local Values = F2.ValuesList[i]
+         local Placeholders = F2.ValuesPlaceholders
+         table.insert( Lines, string.format( table.concat( Placeholders, ' '), table.unpack( Values)))
+      end
+
+      -- linea vuota
+      table.insert( Lines, '')
+
+      -- F7
+      table.insert( Lines, string.format( table.concat( F7.HeaderPlaceholders, ' '), table.unpack( F7.Header)))
+      for i = 1, #F7.ValuesList do
+         local Values = F7.ValuesList[i]
+         local Placeholders = F7.ValuesPlaceholders[i]
+         table.insert( Lines, string.format( table.concat( Placeholders, ' '), table.unpack( Values)))
+      end
+
+      -- linea vuota
+      table.insert( Lines, '')
+
+      -- F7b
+      table.insert( Lines, string.format( table.concat( F7b.HeaderPlaceholders, ' '), table.unpack( F7b.Header)))
+
+      -- linea vuota
+      table.insert( Lines, '')
+
+      -- F8
+      table.insert( Lines, string.format( table.concat( F8.HeaderPlaceholders, ' '), table.unpack( F8.Header)))
+
+      -- linea vuota
+      table.insert( Lines, '')
+
+      -- F9
+      table.insert( Lines, string.format( table.concat( F9.HeaderPlaceholders, ' '), table.unpack( F9.Header)))
+
+      -- linea vuota
+      table.insert( Lines, '')
+
+      -- F3
+      table.insert ( Lines, string.format( table.concat( F3.HeaderPlaceholders, ' '), table.unpack( F3.Header)))
+
+      -- E0
+      table.insert( Lines, string.format( table.concat( E0.HeaderPlaceholders, ' '), table.unpack( E0.Header)))
+
+      -- linea vuota
+      table.insert( Lines, '')
+
+      LinesToWriteList[nCurrentPanelList] = Lines
+   end
+
+
+   return LinesToWriteList
+end
+
+
+local function BuildCuttingList_Homag( PanelList, ActualSheetList, ProjectInfo)
+
+   local LinesToWriteList = {}
+   local sExtension = 'csv'
    local Lines = {}
 
-   local F0 = {
-      Header = { 'F0'},
-      HeaderPlaceholders = { '%s'},
-      Values = { ' 7.70', '210700', '150300'},
-      ValuesPlaceholders = { '%s', '%s', '%s'}
+   local Header = {
+      Values = { 'Description', 'Quantity', 'Length', 'Width', 'Material', 'Grain', 'EdgeLeft', 'EdgeRight', 'EdgeTop', 'EdgeBottom', 'OrderNumber', 'BarCode'},
+      ValuesPlaceholders = { '%s', '%s', '%s', '%s', '%s', '%s', '%s', '%s', '%s', '%s', '%s', '%s'}
    }
 
-   local F0b = {
-      Header = { 'F0b', '""', '""', '""', '""'},
-      HeaderPlaceholders = { '%s', '%s', '%s', '%s', '%s'}
-   }
-
-   local F1 = {
-      Header = { 'F1', PanelList[1].dThickness, 0, 0, 0},
-      HeaderPlaceholders = { '%s', '%.3f', '%.3f', '%.3f', '%.3f'},
+   local Panels = {
       ValuesList = {},
-      ValuesPlaceholders = { '%.3f', '%.3f', '%d', '%d', '%d', '%d', '%s', '%d', '%.3f', '%d', '%d', '%d', '%d'},
-      FieldFixLength = { [6] = 29, [7] = 50}
-   }
-   for i = 1, #SheetList do
-      F1.ValuesList[i] = { SheetList[i].dLength, SheetList[i].dWidth, 99, 200, 1, 1, SheetList[i].sMaterial, 0, 1, 0, 0, 0, 0}
-   end
-
-   local F2 = {
-      Header = { 'F2', 0, 0, 0},
-      HeaderPlaceholders = { '%s', '%d', '%d', '%d'},
-      ValuesList = {},
-      ValuesPlaceholders = { '%.3f', '%.3f', '%d', '%d', '%d', '%d', '%d', '%s', '%d', '%d', '%d', '%d', '%s', '%d', '%d', '%d', '%d', '%d', '%d', '%.3f', '%d', '%d', '%d', '%.3f', '%.3f'},
-      FieldFixLength = { [8] = 20, [13] = 50, [23] = 85}
+      ValuesPlaceholders = { '%s', '%d', '%.1f', '%.1f', '%s', '%s', '%s', '%s', '%s', '%s', '%s', '%s' }
    }
    for i = 1, #PanelList do
-      F2.ValuesList[i] = { PanelList[i].dLength, PanelList[i].dWidth, PanelList[i].nQuantity, 0, 0, 0, 0, PanelList[i].nPdn, 0, 0, 0, 0, PanelList[i].sDescription, 0, 0, 0, 0, 1, 0, 1500, 0, 0, 0, 0, 0}
+      local sGrain = PanelList[i].sGrainDirection
+      -- TODO questo dipenderà dalla lingua dell'esportazione; andrà fatto un tipo di esportazione specifica per ogni lingua (es: HOMAG_NL, HOMAG_ENG, ...)
+      if sGrain == 'None' then
+         sGrain = 'Geen'
+      elseif sGrain == 'Length' then
+         sGrain = 'Lengte'
+      elseif sGrain == 'Width' then
+         sGrain = 'Breedte'
+      end
+      Panels.ValuesList[i] = { PanelList[i].sDescription, PanelList[i].nQuantity, PanelList[i].dLength, PanelList[i].dWidth, PanelList[i].sMaterialPlusThickness, sGrain, PanelList[i].sEdgeMaterialLeft, PanelList[i].sEdgeMaterialRight, PanelList[i].sEdgeMaterialTop, PanelList[i].sEdgeMaterialBottom, ProjectInfo.sProjectName, PanelList[i].sBarcode}
    end
 
-   local F7 = {
-      Header = { 'F7', 3052, 0},
-      HeaderPlaceholders = { '%s', '%s', '%d'},
-      ValuesList = {
-         { 218, 436},
-         { 167, 669},
-         { 204, 408},
-         { 204, 204},
-         { 204, 204},
-         { 209, 209},
-         { 167, 167},
-         { 213, 213},
-         { 229, 229},
-         { 164, 164},
-         { 150, 150}
-      },
-      ValuesPlaceholders = { '%s', '%s'}
-   }
+   -- Intestazione
+   table.insert( Lines, string.format( table.concat( Header.ValuesPlaceholders, ','), table.unpack( Header.Values)))
 
-   local F7b = {
-      Header = { 'F7b', 0, 0, 0, 0},
-      HeaderPlaceholders = { '%s', '%.3f', '%.3f', '%.3f', '%.3f'},
-      Values = {},
-      ValuesPlaceholders = {}
-   }
-
-   local F8 = {
-      Header = { 'F8', 0, 0, 20, 20, 0, 0, 0, -1, -1, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0},
-      HeaderPlaceholders = { '%s', '%.3f', '%.3f', '%d', '%d', '%d', '%d', '%.3f', '%d', '%d', '%d', '%d', '%d', '%d', '%.3f', '%d', '%d', '%d', '%d', '%d', '%d', '%.3f', '%.3f', '%.3f'}
-   }
-
-   local F9 = {
-      Header = { 'F9', 0, 0, 0, 0, 0, 0, 0, 0, 10, 0, 4.3, 0, 0, 0, 2, 0, 2450, 1, 0, 0, 0, 0, 0, 0, 0, 0, 0},
-      HeaderPlaceholders = { '%s', '%d', '%.3f', '%d', '%.3f', '%.3f', '%.3f', '%.3f', '%.3f', '%d', '%d', '%.3f', '%d', '%d', '%d', '%d', '%.3f', '%.3f', '%d', '%d', '%.3f', '%.3f', '%.3f', '%.3f', '%d', '%d', '%.3f', '%.3f'}
-   }
-
-   local F3 = {
-      Header = { 'F3'},
-      HeaderPlaceholders = { '%s'}
-   }
-
-   local E0 = {
-      Header = { 'E0'},
-      HeaderPlaceholders = { '%s'}
-   }
-
-   -- F0
-   table.insert( Lines, string.format( table.concat( F0.HeaderPlaceholders, ' '), table.unpack( F0.Header)))
-   table.insert( Lines, string.format( table.concat( F0.ValuesPlaceholders, ' '), table.unpack( F0.Values)))
-
-   -- linea vuota
-   table.insert( Lines, '')
-
-   -- F0b
-   table.insert( Lines, string.format( table.concat( F0b.HeaderPlaceholders, ' '), table.unpack( F0b.Header)))
-
-   -- linea vuota
-   table.insert( Lines, '')
-
-   -- F1 - sheets
-   table.insert( Lines, string.format( table.concat( F1.HeaderPlaceholders, ' '), table.unpack( F1.Header)))
-   for i = 1, #F1.ValuesList do
-      local sLine = GetFormattedLine( F1.ValuesList[i], F1.ValuesPlaceholders, F1.FieldFixLength)
-      table.insert( Lines, sLine)
+   -- Lista Pannelli
+   for i = 1, #Panels.ValuesList do
+      local Values = Panels.ValuesList[i]
+      local Placeholders = Panels.ValuesPlaceholders
+      table.insert( Lines, string.format( table.concat( Placeholders, ','), table.unpack( Values)))
    end
-
-   -- linea vuota
-   table.insert( Lines, '')
-
-   -- F2 - panels
-   table.insert( Lines, string.format( table.concat( F2.HeaderPlaceholders, ' '), table.unpack( F2.Header)))
-   for i = 1, #F2.ValuesList do
-      local sLine = GetFormattedLine( F2.ValuesList[i], F2.ValuesPlaceholders, F2.FieldFixLength)
-      table.insert( Lines, sLine)
-   end
-
-   -- linea vuota
-   table.insert( Lines, '')
-
-   -- F7
-   table.insert( Lines, string.format( table.concat( F7.HeaderPlaceholders, ' '), table.unpack( F7.Header)))
-   for i = 1, #F7.ValuesList do
-      local sLine = GetFormattedLine( F7.ValuesList[i], F7.ValuesPlaceholders, F7.FieldFixLength)
-      table.insert( Lines, sLine)
-   end
-
-   -- linea vuota
-   table.insert( Lines, '')
-
-   -- F7b
-   table.insert( Lines, string.format( table.concat( F7b.HeaderPlaceholders, ' '), table.unpack( F7b.Header)))
-
-   -- linea vuota
-   table.insert( Lines, '')
-
-   -- F8
-   table.insert( Lines, string.format( table.concat( F8.HeaderPlaceholders, ' '), table.unpack( F8.Header)))
-
-   -- linea vuota
-   table.insert( Lines, '')
-
-   -- F9
-   table.insert( Lines, string.format( table.concat( F9.HeaderPlaceholders, ' '), table.unpack( F9.Header)))
-
-   -- linea vuota
-   table.insert( Lines, '')
-
-   -- F3
-   table.insert ( Lines, string.format( table.concat( F3.HeaderPlaceholders, ' '), table.unpack( F3.Header)))
-
-   -- E0
-   table.insert( Lines, string.format( table.concat( E0.HeaderPlaceholders, ' '), table.unpack( E0.Header)))
-
-   -- linea vuota
-   table.insert( Lines, '')
-
-   return Lines
+   
+   LinesToWriteList[1] = Lines
+   
+   return LinesToWriteList, sExtension
 end
 
 
 local function BuildCuttingList( PanelList, sOutputType)
 
-   local LinesToWrite = {}
+   local LinesToWriteList = {}
+   local sExtension = ''
    local SheetList = GetSheetList()
    local ProjectInfo = GetProjectInfo()
    local dRequiredThickness = PanelList[1].dThickness
@@ -293,15 +359,16 @@ local function BuildCuttingList( PanelList, sOutputType)
    -- Casadei
    if sOutputType == 'CUTTY' then
 
-      LinesToWrite = BuildCuttingList_Cutty( PanelList, ActualSheetList, ProjectInfo)
+      LinesToWriteList = BuildCuttingList_Cutty( PanelList, ActualSheetList, ProjectInfo)
       
-   -- Homag Optimat
+   -- Homag
    elseif sOutputType == 'HOMAG' then
 
+      LinesToWriteList, sExtension = BuildCuttingList_Homag( PanelList, ActualSheetList, ProjectInfo)
 
    end
 
-   return LinesToWrite
+   return LinesToWriteList, sExtension
 end
 
 
@@ -341,18 +408,22 @@ function PanelSaw.GenerateCuttingList( sOutputType)
 
       if sOutputType then
          -- costruzione lista istruzioni
-         local LinesToWrite = BuildCuttingList( PanelListSingleMaterial, sOutputType)
+         local LinesToWriteList, sExtension = BuildCuttingList( PanelListSingleMaterial, sOutputType)
          
-         -- scrittura file
-         local sFilename = sCurrentNgePath .. 'CutList-' .. sCurrentNgeName .. '-' .. key .. '-' .. sOutputType
-         sFilename = sFilename:gsub( '%.', '_')
-         local hFile, nFileErr = io.open( sFilename, 'w')
-         if not hFile then
-            EgtOutLog( 'Error creating cutting list : IO error ' .. tostring( nFileErr))
-            return false
+         for i = 1, #LinesToWriteList do
+            -- scrittura file
+            local sFilename = sCurrentNgePath .. 'CutList-' .. sCurrentNgeName .. '-' .. key .. '-' .. i .. sOutputType
+            sFilename = sFilename:gsub( '%.', '_')
+            -- aggiunta eventuale estensione
+            sFilename = sFilename .. '.' .. sExtension
+            local hFile, nFileErr = io.open( sFilename, 'w')
+            if not hFile then
+               EgtOutLog( 'Error creating cutting list : IO error ' .. tostring( nFileErr))
+               return false
+            end
+            hFile:write( table.concat( LinesToWriteList[i], "\n"))
+            hFile:close()
          end
-         hFile:write( table.concat( LinesToWrite, "\n"))
-         hFile:close()
 
       -- se nessun tipo si deve scrivere un json semplice
       else

LuaLibs/WMachiningLib.lua

@@ -214,7 +214,8 @@ function WMachiningLib.FindSurfacing( sType)
       local Surfacing = Surfacings[i]
       if Surfacing.On and Surfacing.Type == sType and SetCurrMachiningAndTool( Surfacing.Name) then
          local nMchType = EgtMdbGetCurrMachiningParam( MCH_MP.TYPE)
-         if nMchType == MCH_MY.SURFFINISHING then
+         if (( sType == 'Roughing' and nMchType == MCH_MY.SURFROUGHING) or
+             ( sType == 'Finishing' and nMchType == MCH_MY.SURFFINISHING)) then
             return Surfacing.Name
          end
       end

LuaLibs/WProcessFreeContour.lua

@@ -1,4 +1,4 @@
--- ProcessFreeContour.lua by Egaltech s.r.l. 2024/03/24
+-- ProcessFreeContour.lua by Egaltech s.r.l. 2026/03/30
 -- Gestione calcolo profilo libero per Pareti
 -- 2021/11/15 Penna e chiodature sono sempre riportate sulla faccia sopra anche se nel progetto sono sotto.
 -- 2021/12/10 In taglio con lama aggiunta gestione SCC per testa Gearbox.
@@ -717,19 +717,19 @@ local function MakeCustomPath( vGeom, nConeCut, dMillDiam, nAddGrpId, dThick, bC
 end
 
 ---------------------------------------------------------------------
-local function CalcInterference( nNewProc, vtExtr, ptCentr, dDiam1, dDiam2,
-                                 dTall1, dTall2, dDiam3, dTall3)
-   local ptCentrGrid1 = ptCentr + ( vtExtr * 0.01)
+local function CalcInterference( nNewProc, vtExtr, ptCentr,
+                                 dDiam1, dTall1, dDiam2, dTall2, dDiam3, dTall3)
+   local ptCentrGrid1 = ptCentr + 0.1 * vtExtr
    local frOriTool = Frame3d( ptCentrGrid1, vtExtr)
-   local bColl1 = EgtTestConeSurface( frOriTool, dDiam1/2, dDiam2/2, dTall1, nNewProc, 0, GDB_RT.GLOB)
+   local bColl1 = EgtTestConeSurface( frOriTool, dDiam1 / 2, dDiam2 / 2 - 0.1, dTall1, nNewProc, 0, GDB_RT.GLOB)
    if bColl1 then return true end
-   local ptCentrGrid2 = ptCentr + ( vtExtr * ( dTall1 + 0.01))
+   local ptCentrGrid2 = ptCentr + dTall1 * vtExtr
    frOriTool = Frame3d( ptCentrGrid2, vtExtr)
-   local bColl2 = EgtTestCylSurface( frOriTool, dDiam2/2, (dTall2-dTall1), nNewProc, 0, GDB_RT.GLOB)
+   local bColl2 = EgtTestCylSurface( frOriTool, dDiam2 / 2 - 0.1, dTall2, nNewProc, 0, GDB_RT.GLOB)
    if bColl2 then return true end
-   local ptCentrGrid3 = ptCentr + ( vtExtr * ( dTall2 + 0.01))
+   local ptCentrGrid3 = ptCentr + ( dTall1 + dTall2) * vtExtr
    frOriTool = Frame3d( ptCentrGrid3, vtExtr)
-   local bColl3 = EgtTestCylSurface( frOriTool, dDiam3/2, (dTall3-dTall2), nNewProc, 0, GDB_RT.GLOB)
+   local bColl3 = EgtTestCylSurface( frOriTool, dDiam3 / 2 - 0.1, dTall3, nNewProc, 0, GDB_RT.GLOB)
    if bColl3 then return true end
    -- restituisco risultato controllo collisioni
    return false
@@ -785,8 +785,8 @@ end
 ---------------------------------------------------------------------
 local function AddMillCornerMachining( nPartId, nNewProc, nFacInd, tFacAdj, nTypeConeCut, nAddGrpId, 
                                        dToolDiam, dThick, sMilling, dOffsAng, dDepthMach, 
-                                       bThruThick, dThSurf, dDiam1, dDiam2, dTall1,
-                                       dTall2, dDiam3, dTall3, bMakeLocSurf, vFace)
+                                       bThruThick, dThSurf, dConeSideAng, dDiam1, dTall1,
+                                       dDiam2, dTall2, dDiam3, dTall3, bMakeLocSurf, vFace)
    -- variabili costruzione geometria
    local pAuxId = {}
    local nAuxId
@@ -854,23 +854,21 @@ local function AddMillCornerMachining( nPartId, nNewProc, nFacInd, tFacAdj, nTyp
       -- sommo i tre versori per avere una direzione media
       vtExtrExit = vtN2 + vtN3
       vtExtrExit:normalize()
-      -- se tipo 1 calcolo angolo tilt di 45°
-      if nTypeConeCut == 1 then
-         vtExtr = vtExtrExit + Z_AX()
-      -- altrimenti tipo 2, calcolo angolo tilt di 33° (dalla verticale)
-      else
-         vtExtr = vtExtrExit + Vector3d(0,0,1.539865)
-      end
+      -- calcolo la componente Z dipendente dall'angolo tilt
+      local dAlfa = EgtClamp( dConeSideAng, 15, 30)
+      local dGamma = 90 - asin( sqrt( 2) * sin( dConeSideAng))
+      local dTanGamma = sin( dGamma) / cos( dGamma)
+      vtExtr = vtExtrExit + Vector3d( 0, 0, dTanGamma)
       vtExtr:normalize()
-      local vtCheck = Vector3d(vtExtr)
+      local vtCheck = Vector3d( vtExtr)
       -- se ho un offset angolare ruoto il percorso
-      if abs(dOffsAng) > 100 * GEO.EPS_SMALL then
+      if abs( dOffsAng) > 100 * GEO.EPS_ANG_SMALL then
          vtCheck:rotate( Z_AX(), dOffsAng)
       end
       -- controllo se c'è collisione con le facce della superfice
-      if nTypeConeCut == 1 and CalcInterference( nNewProc.Id, vtCheck, tFacAdj[nIdEndPoint] + Point3d( 0, 0, -dDepthMach), dDiam1, dDiam2,
-                                                 dTall1, dTall2, dDiam3, dTall3) then
-         local sErr = 'Collision detect from clean corner tool and surface'
+      if nTypeConeCut == 1 and CalcInterference( nNewProc.Id, vtCheck, tFacAdj[nIdEndPoint] + Point3d( 0, 0, -dDepthMach),
+                                                 dDiam1, dTall1, dDiam2, dTall2, dDiam3, dTall3) then
+         local sErr = 'Collision detected between clean corner tool and surface'
          EgtOutLog( sErr)
          return true, ''
       end
@@ -1054,22 +1052,26 @@ local function AddMillCorner( nTypeConeCut, vFace, Proc, nRawId, b3Raw,
    -- recupero i dati dell'utensile
    local dMillDiam = 20
    local dMillTotDiam = 20
-   local dMillDiamTh = 20
-   local dToolLength = 20
-   local dThickTool = 20
-   local dSideAng = 0
+   local dMillLength = 20
+   local dMillThick = 20
+   local dMillSideAng = 0
+   local dMillStemLength = 10
+   local dMillThDiam = 70
+   local dMillThLength = 20
    if EgtMdbSetCurrMachining( sMilling) then
       local sTuuid = EgtMdbGetCurrMachiningParam( MCH_MP.TUUID)
       if EgtTdbSetCurrTool( EgtTdbGetToolFromUUID( sTuuid) or '') then
-         dMillDiamTh = EgtTdbGetCurrToolThDiam() or dMillDiamTh
+         dMillThDiam = EgtTdbGetCurrToolThDiam() or dMillThDiam
+         dMillThLength = EgtTdbGetCurrToolThLength() or dMillThLength
          dMillTotDiam = EgtTdbGetCurrToolParam( MCH_TP.TOTDIAM) or dMillTotDiam
-         dSideAng = EgtTdbGetCurrToolParam( MCH_TP.SIDEANG) or dSideAng
+         dMillSideAng = EgtTdbGetCurrToolParam( MCH_TP.SIDEANG) or dMillSideAng
          dMillDiam = EgtTdbGetCurrToolParam( MCH_TP.DIAM) or dMillDiam
-         dThickTool = EgtTdbGetCurrToolParam( MCH_TP.THICK) or dThickTool
-         dToolLength = EgtTdbGetCurrToolParam( MCH_TP.LEN) or dToolLength
-         dMaxDepth = EgtTdbGetCurrToolMaxDepth() or dMaxDepth      -- qui è la distanza dal portautensile
-         -- calcolo il secondo diametro del cono
-         dMillTotDiam = dMillDiam + ( abs( dThickTool) * tan( dSideAng)) * 2
+         dMillThick = EgtTdbGetCurrToolParam( MCH_TP.THICK) or dMillThick
+         dMillLength = EgtTdbGetCurrToolParam( MCH_TP.LEN) or dMillLength
+         -- diametro massimo del cono
+         dMillTotDiam = dMillDiam + ( abs( dMillThick) * tan( dMillSideAng)) * 2
+         -- lunghezza del gambo
+         dMillStemLength = dMillLength - abs( dMillThick) - dMillThLength
       end
    end
    -- verifico se ciclo chiuso
@@ -1157,21 +1159,21 @@ local function AddMillCorner( nTypeConeCut, vFace, Proc, nRawId, b3Raw,
                -- primo taglio
                local bOk, sErr = AddMillCornerMachining( Proc.PartId, nNewProc, nFacInd, tFacAdj, nTypeConeCut, nAddGrpId, 
                                                          dToolDiam, dThick, sMilling, -dAngOffs, dDepthMach, 
-                                                         bThruThick, dDepth, dMillDiam, dMillTotDiam, abs(dThickTool),
-                                                         dMaxDepth, dMillDiamTh, dToolLength, bMakeLocSurf, vFace)
+                                                         bThruThick, dDepth, dMillSideAng, dMillDiam, abs( dMillThick),
+                                                         dMillTotDiam, dMillStemLength, dMillThDiam, dMillThLength, bMakeLocSurf, vFace)
                if not bOk then return bOk, sErr end
                -- secondo taglio
                bOk, sErr = AddMillCornerMachining( Proc.PartId, nNewProc, nFacInd, tFacAdj, nTypeConeCut, nAddGrpId, 
                                                    dToolDiam, dThick, sMilling, dAngOffs, dDepthMach, 
-                                                   bThruThick, dDepth, dMillDiam, dMillTotDiam, abs(dThickTool), 
-                                                   dMaxDepth, dMillDiamTh, dToolLength, bMakeLocSurf, vFace)
+                                                   bThruThick, dDepth, dMillSideAng, dMillDiam, abs( dMillThick), 
+                                                   dMillTotDiam, dMillStemLength, dMillThDiam, dMillThLength, bMakeLocSurf, vFace)
                if not bOk then return bOk, sErr end
             -- altrimenti ho un solo percorso
             else
                local bOk, sErr = AddMillCornerMachining( Proc.PartId, nNewProc, nFacInd, tFacAdj, nTypeConeCut, nAddGrpId, 
                                                          dToolDiam, dThick, sMilling, 0, dDepthMach, 
-                                                         bThruThick, dDepth, dMillDiam, dMillTotDiam, abs(dThickTool), 
-                                                         dMaxDepth, dMillDiamTh, dToolLength, bMakeLocSurf, vFace)
+                                                         bThruThick, dDepth, dMillSideAng, dMillDiam, abs( dMillThick),
+                                                         dMillTotDiam, dMillStemLength, dMillThDiam, dMillThLength, bMakeLocSurf, vFace)
                if not bOk then return bOk, sErr end
             end
          end
@@ -1684,8 +1686,14 @@ local function AddSawings( sSawing, vFace, Proc, nRawId, b3Raw)
          end
          -- aggiungo geometria
          EgtSetMachiningGeometry( {{ Proc.Id, vFace[i].Fac}})
+         -- si inverte il percorso, se necessario, per evitare che la sega a catena ruoti contro la traversa
+         local bToInvert = vFace[i].Norm:getX() >= 0.018
+         -- allungamento e accorciamento percorso
          local dSal = - dSawDiam / 2
          local dEal = vFace[i].Whisk - vFace[i].Len - dSawDiam / 2
+         if bToInvert then
+            dSal, dEal = dEal, dSal
+         end
          EgtSetMachiningParam( MCH_MP.STARTADDLEN, dSal)
          EgtSetMachiningParam( MCH_MP.ENDADDLEN, dEal)
          -- assegno utilizzo faccia
@@ -1695,12 +1703,12 @@ local function AddSawings( sSawing, vFace, Proc, nRawId, b3Raw)
          -- assegno affondamento
          EgtSetMachiningParam( MCH_MP.DEPTH, dDepth)
          -- assegno lato di lavoro e inversione direzione movimento
-         if vFace[i].Norm:getX() < 0.018 then 
-            EgtSetMachiningParam( MCH_MP.INVERT, false)
-            EgtSetMachiningParam( MCH_MP.WORKSIDE, MCH_MILL_WS.RIGHT)
-         else
+         if bToInvert then
             EgtSetMachiningParam( MCH_MP.INVERT, true)
             EgtSetMachiningParam( MCH_MP.WORKSIDE, MCH_MILL_WS.LEFT)
+         else
+            EgtSetMachiningParam( MCH_MP.INVERT, false)
+            EgtSetMachiningParam( MCH_MP.WORKSIDE, MCH_MILL_WS.RIGHT)
          end
          -- posizione braccio porta testa
          EgtSetMachiningParam( MCH_MP.SCC, MCH_SCC.NONE)
@@ -1732,11 +1740,17 @@ local function AddSawings( sSawing, vFace, Proc, nRawId, b3Raw)
          end
          -- aggiungo geometria
          EgtSetMachiningGeometry( {{ Proc.Id, vFace[i].Fac}})
+         -- si inverte il percorso, se necessario, per evitare che la sega a catena ruoti contro la traversa
+         local bToInvert = vFace[i].Norm:getX() >= 0.018
+         -- allungamento e accorciamento percorso
          local dSal = - dSawDiam / 2
          local dEal = - dSawDiam / 2
          if ( vFace[i].Type & 2) ~= 0 then
             dSal = vFace[i].Whisk - vFace[i].Len - dSawDiam / 2
          end
+         if bToInvert then
+            dSal, dEal = dEal, dSal
+         end
          EgtSetMachiningParam( MCH_MP.STARTADDLEN, dSal)
          EgtSetMachiningParam( MCH_MP.ENDADDLEN, dEal)
          -- assegno utilizzo faccia
@@ -1746,12 +1760,12 @@ local function AddSawings( sSawing, vFace, Proc, nRawId, b3Raw)
          -- assegno affondamento
          EgtSetMachiningParam( MCH_MP.DEPTH, dDepth)
          -- assegno lato di lavoro e inversione direzione movimento
-         if vFace[i].Norm:getX() < 0.018 then
-            EgtSetMachiningParam( MCH_MP.INVERT, false)
-            EgtSetMachiningParam( MCH_MP.WORKSIDE, MCH_MILL_WS.RIGHT)
-         else
+         if bToInvert then
             EgtSetMachiningParam( MCH_MP.INVERT, true)
             EgtSetMachiningParam( MCH_MP.WORKSIDE, MCH_MILL_WS.LEFT)
+         else
+            EgtSetMachiningParam( MCH_MP.INVERT, false)
+            EgtSetMachiningParam( MCH_MP.WORKSIDE, MCH_MILL_WS.RIGHT)
          end
          -- posizione braccio porta testa
          EgtSetMachiningParam( MCH_MP.SCC, MCH_SCC.NONE)

LuaLibs/WProcessLapJoint.lua

@@ -1,4 +1,4 @@
--- WProcessLapJoint.lua by Egaltech s.r.l. 2023/10/02
+-- WProcessLapJoint.lua by Egaltech s.r.l. 2026/03/30
 -- Gestione calcolo mezzo-legno per Pareti
 -- 2021/08/27 DS Se tre o più facce con flag PCKT=1 forzo svuotatura con fresa (per Variant).
 -- 2021/08/29 DS Se svuotatura di fianco setto flag per farla dopo i tagli.
@@ -698,20 +698,20 @@ local function ReorderFacesFromTab( nIdSurf, vFace)
 end
 
 ---------------------------------------------------------------------
-local function CalcInterference( nNewProc, vtExtr, ptCentr, dDiam1, dDiam2, 
-                                 dTall1, dTall2, dDiam3, dTall3)
+local function CalcInterference( nNewProc, vtExtr, ptCentr,
+                                 dDiam1, dTall1, dDiam2, dTall2, dDiam3, dTall3)
 
-   local ptCentrGrid1 = ptCentr + ( vtExtr * 0.01)
+   local ptCentrGrid1 = ptCentr + 0.1 * vtExtr
    local frOriTool = Frame3d( ptCentrGrid1, vtExtr)
-   local bColl1 = EgtTestConeSurface( frOriTool, dDiam1/2, dDiam2/2, dTall1, nNewProc, 0, GDB_RT.GLOB)
+   local bColl1 = EgtTestConeSurface( frOriTool, dDiam1 / 2, dDiam2 / 2 - 0.1, dTall1, nNewProc, 0, GDB_RT.GLOB)
    if bColl1 then return true end
-   local ptCentrGrid2 = ptCentr + ( vtExtr * ( dTall1 + 0.01))
+   local ptCentrGrid2 = ptCentr + dTall1 * vtExtr
    frOriTool = Frame3d( ptCentrGrid2, vtExtr)
-   local bColl2 = EgtTestCylSurface( frOriTool, dDiam2/2, (dTall2-dTall1), nNewProc, 0, GDB_RT.GLOB)
+   local bColl2 = EgtTestCylSurface( frOriTool, dDiam2 / 2 - 0.1, dTall2, nNewProc, 0, GDB_RT.GLOB)
    if bColl2 then return true end
-   local ptCentrGrid3 = ptCentr + ( vtExtr * ( dTall2 + 0.01))
+   local ptCentrGrid3 = ptCentr + ( dTall1 + dTall2) * vtExtr
    frOriTool = Frame3d( ptCentrGrid3, vtExtr)
-   local bColl3 = EgtTestCylSurface( frOriTool, dDiam3/2, (dTall3-dTall2), nNewProc, 0, GDB_RT.GLOB)
+   local bColl3 = EgtTestCylSurface( frOriTool, dDiam3 / 2 - 0.1, dTall3, nNewProc, 0, GDB_RT.GLOB)
    if bColl3 then return true end
    -- restituisco risultato controllo collisioni
    return false
@@ -758,8 +758,8 @@ end
 ---------------------------------------------------------------------
 local function AddMillCornerMachining( nPartId, nNewProc, nFacInd, tFacAdj, nTypeConeCut, nAddGrpId, 
                                        dToolDiam, dThick, sMilling, dOffsAng, dDepthMach, 
-                                       bThruThick, dThSurf, dDiam1, dDiam2, dTall1, 
-                                       dTall2, dDiam3, dTall3, bMakeLocSurf, vFace)
+                                       bThruThick, dThSurf, dConeSideAng, dDiam1, dTall1,
+                                       dDiam2, dTall2, dDiam3, dTall3, bMakeLocSurf, vFace)
    -- variabili costruzione geometria
    local pAuxId = {}
    local nAuxId
@@ -826,23 +826,21 @@ local function AddMillCornerMachining( nPartId, nNewProc, nFacInd, tFacAdj, nTyp
       -- sommo i tre versori per avere una direzione media
       vtExtrExit = vtN2 + vtN3
       vtExtrExit:normalize()
-      -- se tipo 1 calcolo angolo tilt di 45°
-      if nTypeConeCut == 1 then
-         vtExtr = vtExtrExit + Z_AX()
-      -- altrimenti tipo 2, calcolo angolo tilt di 33° (dalla verticale)
-      else
-         vtExtr = vtExtrExit + Vector3d(0,0,1.539865)
-      end
+      -- calcolo la componente Z dipendente dall'angolo tilt
+      local dAlfa = EgtClamp( dConeSideAng, 15, 30)
+      local dGamma = 90 - asin( sqrt( 2) * sin( dConeSideAng))
+      local dTanGamma = sin( dGamma) / cos( dGamma)
+      vtExtr = vtExtrExit + Vector3d( 0, 0, dTanGamma)
       vtExtr:normalize()
       local vtCheck = Vector3d(vtExtr)
       -- se ho un offset angolare ruoto il percorso
-      if abs(dOffsAng) > 100 * GEO.EPS_SMALL then
+      if abs( dOffsAng) > 100 * GEO.EPS_ANG_SMALL then
          vtCheck:rotate( Z_AX(), dOffsAng)
       end
       -- controllo se c'è collisione con le facce della superfice
-      if nTypeConeCut == 1 and CalcInterference( nNewProc.Id, vtCheck, tFacAdj[nIdEndPoint] + Point3d( 0, 0, -dDepthMach), dDiam1, dDiam2, 
-                                                 dTall1, dTall2, dDiam3, dTall3) then
-         local sErr = 'Collision detect from clean corner tool and surface'
+      if nTypeConeCut == 1 and CalcInterference( nNewProc.Id, vtCheck, tFacAdj[nIdEndPoint] + Point3d( 0, 0, -dDepthMach),
+                                                 dDiam1, dTall1, dDiam2, dTall2, dDiam3, dTall3) then
+         local sErr = 'Collision detected between clean corner tool and surface'
          EgtOutLog( sErr)
          return true, ''
       end
@@ -1029,22 +1027,26 @@ local function AddMillCorner( nTypeConeCut, vFace, Proc, nRawId, b3Raw,
    -- recupero i dati dell'utensile
    local dMillDiam = 20
    local dMillTotDiam = 20
-   local dMillDiamTh = 20
-   local dToolLength = 20
-   local dThickTool = 20
-   local dSideAng = 0
+   local dMillLength = 20
+   local dMillThick = 20
+   local dMillSideAng = 0
+   local dMillStemLength = 10
+   local dMillThDiam = 70
+   local dMillThLength = 20
    if EgtMdbSetCurrMachining( sMilling) then
       local sTuuid = EgtMdbGetCurrMachiningParam( MCH_MP.TUUID)
       if EgtTdbSetCurrTool( EgtTdbGetToolFromUUID( sTuuid) or '') then
-         dMillDiamTh = EgtTdbGetCurrToolThDiam() or dMillDiamTh
+         dMillThDiam = EgtTdbGetCurrToolThDiam() or dMillThDiam
+         dMillThLength = EgtTdbGetCurrToolThLength() or dMillThLength
          dMillTotDiam = EgtTdbGetCurrToolParam( MCH_TP.TOTDIAM) or dMillTotDiam
-         dSideAng = EgtTdbGetCurrToolParam( MCH_TP.SIDEANG) or dSideAng
+         dMillSideAng = EgtTdbGetCurrToolParam( MCH_TP.SIDEANG) or dMillSideAng
          dMillDiam = EgtTdbGetCurrToolParam( MCH_TP.DIAM) or dMillDiam
-         dThickTool = EgtTdbGetCurrToolParam( MCH_TP.THICK) or dThickTool
-         dToolLength = EgtTdbGetCurrToolParam( MCH_TP.LEN) or dToolLength
-         dMaxDepth = EgtTdbGetCurrToolMaxDepth() or dMaxDepth    -- qui è la distanza dal portautensile
-         -- calcolo il secondo diametro del cono
-         dMillTotDiam = dMillDiam + ( abs(dThickTool) * tan(dSideAng)) * 2
+         dMillThick = EgtTdbGetCurrToolParam( MCH_TP.THICK) or dMillThick
+         dMillLength = EgtTdbGetCurrToolParam( MCH_TP.LEN) or dMillLength
+         -- diametro massimo del cono
+         dMillTotDiam = dMillDiam + ( abs( dMillThick) * tan( dMillSideAng)) * 2
+         -- lunghezza del gambo
+         dMillStemLength = dMillLength - abs( dMillThick) - dMillThLength
       end
    end
    -- copio la feature nel layer di appoggio
@@ -1135,21 +1137,21 @@ local function AddMillCorner( nTypeConeCut, vFace, Proc, nRawId, b3Raw,
                -- primo taglio
                local bOk, sErr = AddMillCornerMachining( Proc.PartId, nNewProc, nFacInd, tFacAdj, nTypeConeCut, nAddGrpId, 
                                                          dToolDiam, dThick, sMilling, -dAngOffs, dDepthMach, 
-                                                         bThruThick, dDepth, dMillDiam, dMillTotDiam, abs(dThickTool), 
-                                                         dMaxDepth, dMillDiamTh, dToolLength, bMakeLocSurf, vFace)
+                                                         bThruThick, dDepth, dMillSideAng, dMillDiam, abs( dMillThick), 
+                                                         dMillTotDiam, dMillStemLength, dMillThDiam, dMillThLength, bMakeLocSurf, vFace)
                if not bOk then return bOk, sErr end
                -- secondo taglio
                bOk, sErr = AddMillCornerMachining( Proc.PartId, nNewProc, nFacInd, tFacAdj, nTypeConeCut, nAddGrpId, 
                                                    dToolDiam, dThick, sMilling, dAngOffs, dDepthMach, 
-                                                   bThruThick, dDepth, dMillDiam, dMillTotDiam, abs(dThickTool), 
-                                                   dMaxDepth, dMillDiamTh, dToolLength, bMakeLocSurf, vFace)
+                                                   bThruThick, dDepth, dMillSideAng, dMillDiam, abs( dMillThick), 
+                                                   dMillTotDiam, dMillStemLength, dMillThDiam, dMillThLength, bMakeLocSurf, vFace)
                if not bOk then return bOk, sErr end
             -- altrimenti ho un solo percorso
             else
                local bOk, sErr = AddMillCornerMachining( Proc.PartId, nNewProc, nFacInd, tFacAdj, nTypeConeCut, nAddGrpId, 
                                                          dToolDiam, dThick, sMilling, 0, dDepthMach, 
-                                                         bThruThick, dDepth, dMillDiam, dMillTotDiam, abs(dThickTool), 
-                                                         dMaxDepth, dMillDiamTh, dToolLength, bMakeLocSurf, vFace)
+                                                         bThruThick, dDepth, dMillSideAng, dMillDiam, abs( dMillThick), 
+                                                         dMillTotDiam, dMillStemLength, dMillThDiam, dMillThLength, bMakeLocSurf, vFace)
                if not bOk then return bOk, sErr end
             end
          end
@@ -1373,9 +1375,11 @@ local function MakeByMill( Proc, nFacet, nOthFac, nRawId, b3Raw, dSideDist)
    local dMillTotLen = 30
    local dMaxDepth = 0
    local dThDiam = 100
+   local bIsToolCcw = false
    if EgtMdbSetCurrMachining( sMilling) then
       local sTuuid = EgtMdbGetCurrMachiningParam( MCH_MP.TUUID)
       if EgtTdbSetCurrTool( EgtTdbGetToolFromUUID( sTuuid) or '') then
+         bIsToolCcw = EgtTdbGetCurrToolParam( MCH_TP.SPEED) < 0
          dMillDiam = EgtTdbGetCurrToolParam( MCH_TP.DIAM) or dMillDiam
          dMillLen = EgtTdbGetCurrToolParam( MCH_TP.LEN) or dMillLen
          dMillTotLen = EgtTdbGetCurrToolParam( MCH_TP.TOTLEN) or dMillTotLen
@@ -1413,13 +1417,19 @@ local function MakeByMill( Proc, nFacet, nOthFac, nRawId, b3Raw, dSideDist)
    EgtSetMachiningParam( MCH_MP.ENDADDLEN, 0)     -- -dMillDiam/2 + dAddLen)
    EgtSetMachiningParam( MCH_MP.LOTANG, 0)
    EgtSetMachiningParam( MCH_MP.LOPERP, dSideDist + WD.CUT_SIC)
-   -- setto inversione in base al workside
-   local bIsWorkSideRight = ( EgtGetMachiningParam( MCH_MP.WORKSIDE) == MCH_MILL_WS.RIGHT)
-   local bInvert = false
-   if bIsWorkSideRight then
-      bInvert = true
+   -- setto inversione e lato di lavoro
+   local bIsDominantX = abs( vtRef:getY()) > abs( vtRef:getX()) + 10 * GEO.EPS_SMALL
+   local bUseConventionalMilling = ( bIsDominantX and WD.USE_CONVENTIONAL_MILLING_ALONG_X) or WD.USE_CONVENTIONAL_MILLING_ALONG_Y
+   local bInvert, nWorkside
+   if bUseConventionalMilling then
+      bInvert = not bIsToolCcw
+      nWorkside = bIsToolCcw and MCH_MILL_WS.LEFT or MCH_MILL_WS.RIGHT
+   else
+      bInvert = bIsToolCcw
+      nWorkside = bIsToolCcw and MCH_MILL_WS.RIGHT or MCH_MILL_WS.LEFT
    end
    EgtSetMachiningParam( MCH_MP.INVERT, bInvert)
+   EgtSetMachiningParam( MCH_MP.WORKSIDE, nWorkside)
    -- imposto posizione braccio porta testa
    local nSCC = MCH_SCC.ADIR_ZP
    if AreSameOrOppositeVectorApprox( vtN, Z_AX()) then
@@ -1509,9 +1519,11 @@ local function MakeSideGrooveByMill( Proc, nFacet, nRawId, b3Raw, sCustomMach, d
    local dMillDiamThStem = 0
    local dMillLenTh = 0
    local dSideStep = 0
+   local bIsToolCcw = false
    if EgtMdbSetCurrMachining( sMilling) then
       local sTuuid = EgtMdbGetCurrMachiningParam( MCH_MP.TUUID)
       if EgtTdbSetCurrTool( EgtTdbGetToolFromUUID( sTuuid) or '') then
+         bIsToolCcw = EgtTdbGetCurrToolParam( MCH_TP.SPEED) < 0
          dMillDiam = EgtTdbGetCurrToolParam( MCH_TP.DIAM) or dMillDiam
          dMillLen = EgtTdbGetCurrToolParam( MCH_TP.LEN) or dMillLen
          dMillTotLen = EgtTdbGetCurrToolParam( MCH_TP.TOTLEN) or dMillTotLen
@@ -2033,6 +2045,7 @@ local function MakeSideGrooveByMill( Proc, nFacet, nRawId, b3Raw, sCustomMach, d
             if nSinglePass == 1 then
                EgtSetMachiningParam( MCH_MP.DEPTH, dMaxMat)
             end
+            dMaxElev = dMaxMat
          end
          if bUpwardMilling then
             dStep = -dStep
@@ -2052,9 +2065,19 @@ local function MakeSideGrooveByMill( Proc, nFacet, nRawId, b3Raw, sCustomMach, d
          end
          -- scrivo le note della lavorazione
          EgtSetMachiningParam( MCH_MP.USERNOTES, sUserNotes)
-         -- setto il lato di lavoro standard
-         EgtSetMachiningParam( MCH_MP.INVERT, true)
-         EgtSetMachiningParam( MCH_MP.WORKSIDE, MCH_MILL_WS.LEFT)
+         -- setto lato di lavoro e inversione
+         local bIsDominantX = abs( vtN:getY()) > abs( vtN:getX()) + 10 * GEO.EPS_SMALL
+         local bUseConventionalMilling = ( bIsDominantX and WD.USE_CONVENTIONAL_MILLING_ALONG_X) or WD.USE_CONVENTIONAL_MILLING_ALONG_Y
+         local bInvert, nWorkside
+         if bUseConventionalMilling then
+            bInvert = bIsToolCcw
+            nWorkside = bIsToolCcw and MCH_MILL_WS.LEFT or MCH_MILL_WS.RIGHT
+         else
+            bInvert = not bIsToolCcw
+            nWorkside = bIsToolCcw and MCH_MILL_WS.RIGHT or MCH_MILL_WS.LEFT
+         end
+         EgtSetMachiningParam( MCH_MP.INVERT, bInvert)
+         EgtSetMachiningParam( MCH_MP.WORKSIDE, nWorkside)
          -- setto offset radiale per gestire le eventuali passate in orizzontale
          local dRadialOffset = dSideStep * ( nSideStep - i)
          EgtSetMachiningParam( MCH_MP.OFFSR, dRadialOffset)
@@ -2281,7 +2304,7 @@ end
 -- se necessario forza la tasca a chiusa
 local function VerifyPocket( Proc, nFacet, dElev, nRawId)
 
-   local bForceClosedPocket = false
+   local dToolOvershoot
    local b3Raw = EgtGetRawPartBBox( nRawId)
    -- verifico se la feature è sul bordo (non ci sono altri pezzi davanti alla tasca). Se è sul bordo, l'utensile potrà attaccare da fuori.
    local bIsFeatureOnEdge = ( Proc.Topology == 'Groove' and Proc.Fct == 4 and Proc.DistanceToNearestParts.Front > b3Raw:getDimY())
@@ -2343,21 +2366,15 @@ local function VerifyPocket( Proc, nFacet, dElev, nRawId)
    if Proc.AffectedFaces.Right then
       dDistanceToNearestPart = min( dDistanceToNearestPart, Proc.DistanceToNearestParts.Right)
    end
-   -- se la distanza è inferiore ad un valore minimo forzo la tasca chiusa per evitare che la ricerca utensile fallisca
-   local dMinToolDiameter = 25
-   if dDistanceToNearestPart < dMinToolDiameter / 2 - 10 * GEO.EPS_SMALL then
-      bForceClosedPocket = true
-      dDistanceToNearestPart = dMaxDiameter
-   end
 
    local bExcludeNoTipFeed = ( Proc.Topology == 'Pocket')
    -- recupero la lavorazione
    local bUseDElevToFindPocketing = true
-   local sPocketing = WM.FindPocketing( 'Pocket', dMaxDiameter, dElev, nil, nil, bExcludeNoTipFeed, dDistanceToNearestPart)
+   local sPocketing = WM.FindPocketing( 'Pocket', dMaxDiameter, dElev, nil, nil, bExcludeNoTipFeed)
    -- se tasca troppo profonda cerco senza elevazione e limiterò la profondità
    if not sPocketing then
       bUseDElevToFindPocketing = false
-      sPocketing = WM.FindPocketing( 'Pocket', dMaxDiameter, nil, nil, nil, bExcludeNoTipFeed, dDistanceToNearestPart)
+      sPocketing = WM.FindPocketing( 'Pocket', dMaxDiameter, nil, nil, nil, bExcludeNoTipFeed)
    end
    local dMillDiam = 20
    local dMaxDepth = 0
@@ -2368,7 +2385,7 @@ local function VerifyPocket( Proc, nFacet, dElev, nRawId)
       -- se doppio cerco una lavorazione adatta
       if Proc.Double and Proc.Double == 2 then
          local sPocketingBackup = sPocketing
-         sPocketing = WM.FindPocketing( 'Pocket', dMaxDiameter, EgtIf( bUseDElevToFindPocketing, dElev, nil), nil, 'H1', true, dDistanceToNearestPart)
+         sPocketing = WM.FindPocketing( 'Pocket', dMaxDiameter, EgtIf( bUseDElevToFindPocketing, dElev, nil), nil, 'H1', true)
          if not WM.IsMachiningOkForDouble( sPocketing) then
             Proc.Double = 0
             sPocketing = sPocketingBackup
@@ -2381,41 +2398,10 @@ local function VerifyPocket( Proc, nFacet, dElev, nRawId)
             dMillDiam = EgtTdbGetCurrToolParam( MCH_TP.DIAM) or dMillDiam
          end
       end
-      -- verifico se la lavorazione (o il suo eventuale mirror) potrebbe danneggiare le parti limitrofe e devo quindi forzare una tasca chiusa
-      local bIsMachiningDamagingOtherParts = IsMachiningDamagingOtherParts( Proc, dMillDiam, nRawId)
-      if bIsMachiningDamagingOtherParts then
-         bForceClosedPocket = true
-      end
-      -- disattivo il doppio se devo forzare una tasca chiusa ma l'altra no
-      if Proc.Double and Proc.Double > 0 then
-         local bIsMirrorMachiningDamagingOtherParts = IsMachiningDamagingOtherParts( Proc.Mirror, dMillDiam, nRawId)
-         if bIsMachiningDamagingOtherParts ~= bIsMirrorMachiningDamagingOtherParts then
-            Proc.Double = 0
-         end
-      end
+      dToolOvershoot = min( dDistanceToNearestPart, dMillDiam / 2 + 1)
    -- altrimenti diametro utensile troppo piccolo: devo forzare tasca chiusa
    else
-      bForceClosedPocket = true
-   end
-
-   -- se tasca chiusa cerco lavorazione con diametro massimo pari a dimensione tasca e riverifico per eventuale doppio
-   if bForceClosedPocket then
-      dMaxDiameter = 0.9 * dStartDiameter
-      bUseDElevToFindPocketing = true
-      sPocketing = WM.FindPocketing( 'Pocket', dMaxDiameter, dElev, nil, nil, bExcludeNoTipFeed, dDistanceToNearestPart)
-      if not sPocketing then
-         bUseDElevToFindPocketing = false
-         sPocketing = WM.FindPocketing( 'Pocket', dMaxDiameter, nil, nil, nil, bExcludeNoTipFeed, dDistanceToNearestPart)
-      end
-      -- se doppio cerco una lavorazione adatta
-      if Proc.Double and Proc.Double == 2 then
-         local sPocketingBackup = sPocketing
-         sPocketing = WM.FindPocketing( 'Pocket', dMaxDiameter, EgtIf( bUseDElevToFindPocketing, dElev, nil), nil, 'H1', true, dDistanceToNearestPart)
-         if not WM.IsMachiningOkForDouble( sPocketing) then
-            Proc.Double = 0
-            sPocketing = sPocketingBackup
-         end
-      end
+      dToolOvershoot = 0
    end
    
    -- recupero dati utensile
@@ -2428,7 +2414,7 @@ local function VerifyPocket( Proc, nFacet, dElev, nRawId)
       end
    end
 
-   return sPocketing, bForceClosedPocket, bIsFeatureOnEdge, sTuuid, dMillDiam, dMaxDepth, dThDiam
+   return sPocketing, dToolOvershoot, bIsFeatureOnEdge, sTuuid, dMillDiam, dMaxDepth, dThDiam
 end
 ---------------------------------------------------------------------
 local function MakeByPocketing( Proc, nFacet, nRawId, b3Raw, bCheckQPar)
@@ -2439,7 +2425,7 @@ local function MakeByPocketing( Proc, nFacet, nRawId, b3Raw, bCheckQPar)
    local nAddGrpId = WL.GetAddGroup( Proc.PartId)
    local nNewProc = RemoveBottomFaceAndReorder( Proc, nAddGrpId, nFacet)
    -- cerco lavorazione adatta e recupero i dati utensile
-   local sPocketing, bForceClosedPocket, bIsFeatureOnEdge, sTuuid, dMillDiam, dMaxDepth, dThDiam = VerifyPocket( Proc, nFacet, dElev, nRawId)
+   local sPocketing, dToolOvershoot, bIsFeatureOnEdge, sTuuid, dMillDiam, dMaxDepth, dThDiam = VerifyPocket( Proc, nFacet, dElev, nRawId)
    if not sPocketing then
       local sErr = 'Error : pocketing not found in library'
       EgtOutLog( sErr)
@@ -2490,8 +2476,11 @@ local function MakeByPocketing( Proc, nFacet, nRawId, b3Raw, bCheckQPar)
       sUserNotes = EgtSetValInNotes( sUserNotes, 'MaxOptSize', 0.1)
       EgtSetMachiningParam( MCH_MP.SUBTYPE, MCH_POCK_SUB.SPIRALOUT)
    end
-   -- setto eventuale nota per forzare tasca chiusa
-   if bForceClosedPocket then sUserNotes = EgtSetValInNotes( sUserNotes, 'Open', 0) end
+   -- setto eventuale nota per forzare massima uscita dalla geometria
+   if dToolOvershoot then
+      sUserNotes = EgtSetValInNotes( sUserNotes, 'Open', dToolOvershoot)
+      sUserNotes = EgtSetValInNotes( sUserNotes, 'ExtProj', dToolOvershoot)
+   end
    -- setto eventuale nota per forzare attacco esterno, fino ad un certo spessore del grezzo
    local dMaxRawThicknessToStartOut = 75
    if bIsFeatureOnEdge and ( not Proc.Double or Proc.Double == 0) then sUserNotes = EgtSetValInNotes( sUserNotes, 'OpenMinSafe', dMaxRawThicknessToStartOut) end
@@ -2882,6 +2871,8 @@ end
 
 ---------------------------------------------------------------------
 local function MakeMoreFaces( Proc, nRawId, b3Raw)
+   -- recupero parametri Q
+   local _, nUseMillOnSide = EvaluateQParam( Proc)
    -- con una faccia di fondo valida
    if Proc.Stype == 1 or Proc.Stype == 2 then
       -- recupero eventuale flag forzatura svuotatura
@@ -2889,7 +2880,9 @@ local function MakeMoreFaces( Proc, nRawId, b3Raw)
       -- cerco la faccia con il maggior numero di adiacenze
       local nFacInd, dElev, nFacInd2, dElev2 = WL.GetFaceWithMostAdj( Proc.Id, Proc.PartId)
       -- se necessario scambio le facce
-      if Proc.Stype == 2 then
+      local bIsGroove3Blind = Proc.Fct == 3 and Proc.Topology == 'Groove' and not Proc.IsThrough
+      local bPreferSidemill = ( nUseMillOnSide >= 1)
+      if Proc.Stype == 2 or ( bPreferSidemill and bIsGroove3Blind) then
          nFacInd, dElev, nFacInd2, dElev2 = nFacInd2, dElev2, nFacInd, dElev
       end
       local vtN = EgtSurfTmFacetNormVersor( Proc.Id, nFacInd, GDB_ID.ROOT)
@@ -2897,7 +2890,7 @@ local function MakeMoreFaces( Proc, nRawId, b3Raw)
       local dMaxSlotThicknessForBlade = 19
       local bIsSmallSlot = ( Proc.Fct == 3 and ( min( dH, dV) < dMaxSlotThicknessForBlade - 10 * GEO.EPS_SMALL) and ( vtN:getZ() > -0.01))
       -- se di fianco
-      if not bPckt and Proc.Fct >= 3 and ( ( vtN:getZ() < WD.NZ_MINA) or bIsSmallSlot) then
+      if not bPckt and Proc.Fct >= 3 and ( ( bPreferSidemill and bIsGroove3Blind) or ( vtN:getZ() < WD.NZ_MINA) or bIsSmallSlot) then
          -- recupero elevazione faccia in feature
          local dSideElev = WL.GetFaceElevation( Proc.Id, nFacInd)
          -- se abilitata lavorazione ribasso con fresa di fianco e parametro Q03 abilitato
@@ -2913,7 +2906,6 @@ local function MakeMoreFaces( Proc, nRawId, b3Raw)
                sMillOnSide = sMillOnSideBackup
             end
          end
-         local _, nUseMillOnSide = EvaluateQParam( Proc)
          -- se ho abilitata lavorazione di fresa di fianco
          if Proc.Fct >= 3 and sMillOnSide and nUseMillOnSide >= 1 and not bIsSmallSlot then
             -- cerco nei parametri utensili la nota di affondamento di fianco SIDEDEPTH

LuaLibs/WProcessVariant.lua

@@ -52,6 +52,7 @@ end
 ---------------------------------------------------------------------
 -- Applicazione della lavorazione
 local function MakeCode_1( Proc, nRawId, b3Raw)
+   local sWarn
    -- recupero e verifico l'entità curva associata
    local AuxId = EgtGetInfo( Proc.Id, 'AUXID', 'i')
    if AuxId then 
@@ -63,41 +64,54 @@ local function MakeCode_1( Proc, nRawId, b3Raw)
       return false, sErr
    end
    local vtExtr = EgtCurveExtrusion( AuxId or GDB_ID.NULL, GDB_ID.ROOT)
-   -- recupero la lavorazione
-   local sSurfFin = WM.FindSurfacing( 'Finishing')
-   if not sSurfFin then
-      local sErr = 'Error : surface finishing not found in library'
-      EgtOutLog( sErr)
-      return false, sErr
+   -- cerco e applico le lavorazioni di superficie opportune
+   local sMachIni = EgtGetCurrMachineDir()..'\\'..EgtGetCurrMachineName()..'.ini'
+   local bSurfRough = ( EgtGetNumberFromIni( 'Machinings', 'SurfRoughing', 0, sMachIni) >= 1)
+   local SurfLav = { { Type='Roughing', Name='SurfRou_', Err=true}, { Type='Finishing', Name='SurfFin_', Err=true}}
+   local nStart = EgtIf( bSurfRough, 1, 2)
+   for i = nStart, 2 do
+      -- recupero la lavorazione
+      local sSurfLav = WM.FindSurfacing( SurfLav[i].Type)
+      if not sSurfLav then
+         if SurfLav[i].Err then
+            local sErr = 'Error : surface '.. SurfLav[i].Type .. ' not found in library'
+            EgtOutLog( sErr)
+            return false, sErr
+         else
+            sWarn = 'Warning : surface '.. SurfLav[i].Type .. ' not found in library'
+            EgtOutLog( sWarn)
+         end
+      else
+         -- inserisco la lavorazione di superficie
+         local sName = SurfLav[i].Name .. ( EgtGetName( Proc.Id) or tostring( Proc.Id))
+         local nMchFId = WM.AddMachining( Proc, sName, sSurfLav)
+         if not nMchFId then
+            local sErr = 'Error adding machining ' .. sName .. '-' .. sSurfLav
+            EgtOutLog( sErr)
+            return false, sErr
+         end
+         EgtSetInfo( nMchFId, 'Part', Proc.PartId)
+         -- se lavorazione di fianco setto la nota per spostarla dopo i tagli di lama
+         if vtExtr:getZ() < WD.NZ_MINA then
+            EgtSetInfo( nMchFId, 'MOVE_AFTER', 1)
+         end
+         -- aggiungo geometria
+         EgtSetMachiningGeometry( {{ Proc.Id, -1},{AuxId, -1}})
+         -- imposto posizione braccio porta testa
+         local nSCC = MCH_SCC.ADIR_ZP
+         if AreSameVectorApprox( vtExtr, Z_AX()) then
+            nSCC = EgtIf( Proc.Box:getDimX() >= Proc.Box:getDimY(), MCH_SCC.ADIR_YP, MCH_SCC.ADIR_XP)
+         end
+         EgtSetMachiningParam( MCH_MP.SCC, nSCC)
+         -- eseguo
+         if not EgtApplyMachining( true, false) then
+            local _, sErr = EgtGetLastMachMgrError()
+            EgtSetOperationMode( nMchFId, false)
+            return false, sErr
+         end
+      end
    end
-   -- inserisco la lavorazione di finitura superficie
-   local sName = 'SurfFin_' .. ( EgtGetName( Proc.Id) or tostring( Proc.Id))
-   local nMchFId = WM.AddMachining( Proc, sName, sSurfFin)
-   if not nMchFId then
-      local sErr = 'Error adding machining ' .. sName .. '-' .. sSurfFin
-      EgtOutLog( sErr)
-      return false, sErr
-   end
-   EgtSetInfo( nMchFId, 'Part', Proc.PartId)
-   -- se lavorazione di fianco setto la nota per spostarla dopo i tagli di lama
-   if vtExtr:getZ() < WD.NZ_MINA then
-      EgtSetInfo( nMchFId, 'MOVE_AFTER', 1)
-   end
-   -- aggiungo geometria
-   EgtSetMachiningGeometry( {{ Proc.Id, -1},{AuxId, -1}})
-   -- imposto posizione braccio porta testa
-   local nSCC = MCH_SCC.ADIR_ZP
-   if AreSameVectorApprox( vtExtr, Z_AX()) then
-      nSCC = EgtIf( Proc.Box:getDimX() >= Proc.Box:getDimY(), MCH_SCC.ADIR_YP, MCH_SCC.ADIR_XP)
-   end
-   EgtSetMachiningParam( MCH_MP.SCC, nSCC)
-   -- eseguo
-   if not EgtApplyMachining( true, false) then
-      local _, sErr = EgtGetLastMachMgrError()
-      EgtSetOperationMode( nMchFId, false)
-      return false, sErr
-   end
-   return true
+   return true, sWarn
 end
 
 ---------------------------------------------------------------------

LuaLibs/WallExec.lua

@@ -525,10 +525,8 @@ local function SortMach( nPhase, PrevMch, nPartId, nType, StartNames, bExistName
       if EgtGetOperationPhase( nOperId) == nPhase  and  ( nType & nOperType) == nOperType and
          ( not nPartId or EgtGetInfo( nOperId, 'Part', 'i') == nPartId) and
          ( not nPriority or EgtGetInfo( nOperId, 'PRIORITY', 'i') == nPriority ) and
-         ( not StartNames or ( bExistName and ContainsStartName( nOperId, StartNames)) or
-           ( not bExistName and not ContainsStartName( nOperId, StartNames))) and
-         ( not sInfo  or ( bExistInfo and EgtGetInfo( nOperId, sInfo, 'i') == 1) or
-           ( not bExistInfo and EgtGetInfo( nOperId, sInfo, 'i') ~= 1)) then
+         ( not StartNames or ( bExistName and ContainsStartName( nOperId, StartNames)) or ( not bExistName and not ContainsStartName( nOperId, StartNames))) and
+         ( not sInfo  or ( bExistInfo and EgtGetInfo( nOperId, sInfo, 'i') == 1) or ( not bExistInfo and EgtGetInfo( nOperId, sInfo, 'i') ~= 1)) then
          -- non si deve cambiare lo stato di attivazione della lavorazione (se disabilitata errata)
          EgtSetCurrMachining( nOperId)
          if not EgtIsMachiningEmpty() then
@@ -652,13 +650,15 @@ local function SortMachinings( nPhase, PrevMch, nPartId, nPriority)
    PrevMch = SortMach( nPhase, PrevMch, nPartId, MCH_OY.POCKETING, { 'PreDrill_'}, true, nil, nil, nil, nil, nil, nPriority)
    -- Forature e Svuotature
    PrevMch = SortMach( nPhase, PrevMch, nPartId, MCH_OY.DRILLING + MCH_OY.POCKETING + MCH_OY.MILLING, { 'SideMill_', 'Clean_'}, false, 'MOVE_AFTER', false, false, true, nil, nPriority)
---   -- Forature  ***
---   PrevMch = SortMach( nPhase, PrevMch, nPartId, MCH_OY.DRILLING, nil, nil, 'MOVE_AFTER', false)
+   -- Forature  ***
+   PrevMch = SortMach( nPhase, PrevMch, nPartId, MCH_OY.DRILLING, nil, nil, nil, false, nil, true, nil, nil)
 --   -- Svuotature  ***
 --   PrevMch = SortMach( nPhase, PrevMch, nPartId, MCH_OY.POCKETING, nil, nil, 'MOVE_AFTER', false)
 --   -- Fresature che sono rifiniture di spigoli
 --   PrevMch = SortMach( nPhase, PrevMch, nPartId, MCH_OY.MILLING, { 'Clean_'}, false, 'MOVE_AFTER', false, false, true)
-   -- Lavorazioni di superficie
+   -- Lavorazioni di sgrossatura superficie
+   PrevMch = SortMach( nPhase, PrevMch, nPartId, MCH_MY.SURFROUGHING, nil, nil, 'MOVE_AFTER', false, nil, nil, nil, nPriority)
+   -- Lavorazioni di finitura superficie
    PrevMch = SortMach( nPhase, PrevMch, nPartId, MCH_MY.SURFFINISHING, nil, nil, 'MOVE_AFTER', false, nil, nil, nil, nPriority)
    -- Fresature per gole
    PrevMch = SortMach( nPhase, PrevMch, nPartId, MCH_OY.MILLING, { 'Gorge_'}, true, 'MOVE_AFTER', false, nil, nil, nil, nPriority)
@@ -686,7 +686,9 @@ local function SortMachinings( nPhase, PrevMch, nPartId, nPriority)
       PrevMch = SortMach( nPhase, PrevMch, nPartId, MCH_OY.DRILLING, nil, nil, 'MOVE_AFTER', true)
       -- Svuotature che vanno fatte dopo i tagli con lama
       PrevMch = SortMach( nPhase, PrevMch, nPartId, MCH_OY.POCKETING, nil, nil, 'MOVE_AFTER', true)
-      -- Lavorazioni di superficie che vanno fatte dopo i tagli con lama
+      -- Lavorazioni di sgrossatura superficie che vanno fatte dopo i tagli con lama
+      PrevMch = SortMach( nPhase, PrevMch, nPartId, MCH_MY.SURFROUGHING, nil, nil, 'MOVE_AFTER', true)
+      -- Lavorazioni di finitura superficie che vanno fatte dopo i tagli con lama
       PrevMch = SortMach( nPhase, PrevMch, nPartId, MCH_MY.SURFFINISHING, nil, nil, 'MOVE_AFTER', true)
    end
    return PrevMch
@@ -1325,7 +1327,7 @@ function WallExec.ProcessFeatures()
       if Proc.Double and Proc.Double > 0 then
          for j = 1, #vProc do
             local ProcMirror = vProc[j]
-            if Proc.Mirror.Id == ProcMirror.Id then
+            if Proc.Mirror and ( Proc.Mirror.Id == ProcMirror.Id) then
                -- per i fori l'operazione si basa sulla geometria ausiliaria
                if Proc.TopologyLongName == 'DRILLING' then
                   local AuxId = EgtGetInfo( ProcMirror.Id, 'AUXID', 'i') or 0

LuaLibs/WallLib.lua

@@ -552,5 +552,27 @@ function WallLib.IsFeatureCuttingEntireSection( b3Proc, dRawW, dRawH, dRawL)
    return ( ( ( abs( b3Proc:getDimY() - dRawW) < 10 * GEO.EPS_SMALL or b3Proc:getDimY() > dRawW) or ( abs( b3Proc:getDimX() - dRawL) < 10 * GEO.EPS_SMALL or b3Proc:getDimX() > dRawL)) and (abs(b3Proc:getDimZ() - dRawH) < 10 * GEO.EPS_SMALL or b3Proc:getDimZ() > dRawH))
 end
 
+-------------------------------------------------------------------------------------------------------------
+-- Splitta una tabella in tabelle di dimensioni massima nMaxItemsCount
+function WallLib.SplitTableInChunks( Table, nChunkSize)
+    local Result = {}
+    local Chunk = {}
+
+    for i, v in ipairs( Table) do
+        table.insert( Chunk, v)
+        if #Chunk == nChunkSize then
+            table.insert( Result, Chunk)
+            Chunk = {}
+        end
+    end
+
+    -- se rimangono elementi, li aggiungo
+    if #Chunk > 0 then
+        table.insert( Result, Chunk)
+    end
+
+    return Result
+end
+
 -------------------------------------------------------------------------------------------------------------
 return WallLib

Process.lua

@@ -1,4 +1,4 @@
--- Process.lua by Egaltech s.r.l. 2022/05/09
+-- Process.lua by Egaltech s.r.l. 2026/03/30
 -- Gestione calcolo disposizione e lavorazioni per Pareti
 -- Si opera sulla macchina corrente
 -- 2020/12/09 Come per BatchProcess.lua si gestiscono anche rotazioni di inversione con valori negativi.
@@ -108,6 +108,10 @@ local function MyProcessInputData()
 
    -- Recupero informazione se progetto o produzione
    local bProj = ( EgtGetInfo( EgtGetFirstNameInGroup( GDB_ID.ROOT, 'BtlInfo') or GDB_ID.NULL, 'PROJECT', 'i') == 1)
+   
+   -- Verifico se progetto deriva da BeamWall
+   local _, _, sExt = EgtSplitPath( EgtGetCurrFilePath() or '')
+   local bBwProj = ( ( string.upper( sExt or '') == '.BWE'))
 
    -- Eseguo eventuali rotazioni e inversioni testa-coda
    for i = 1, #vWall do
@@ -115,7 +119,7 @@ local function MyProcessInputData()
       -- rotazione
       local dRotAng = EgtGetInfo( vWall[i].Id, 'ROTATED', 'd')
       if dRotAng then
-         if abs( dRotAng) > GEO.EPS_ANG_SMALL and not EgtExistsInfo( vWall[i].Id, 'ROTATED_DONE') then
+         if abs( dRotAng) > GEO.EPS_ANG_SMALL and not bBwProj and not EgtExistsInfo( vWall[i].Id, 'ROTATED_DONE') then
             local ptRotCen = b3Solid:getCenter()
             EgtRotate( vWall[i].Id, ptRotCen, X_AX(), dRotAng, GDB_RT.GLOB)
             b3Solid:rotate( ptRotCen, X_AX(), dRotAng)
@@ -125,7 +129,7 @@ local function MyProcessInputData()
       -- inversione
       local dInvAng = EgtGetInfo( vWall[i].Id, 'INVERTED', 'd')
       if dInvAng then
-         if abs( dInvAng - 180) > GEO.EPS_ANG_SMALL and abs( dInvAng + 180) > GEO.EPS_ANG_SMALL and not EgtExistsInfo( vWall[i].Id, 'INVERTED_DONE') then
+         if abs( dInvAng - 180) > GEO.EPS_ANG_SMALL and abs( dInvAng + 180) > GEO.EPS_ANG_SMALL and not bBwProj and not EgtExistsInfo( vWall[i].Id, 'INVERTED_DONE') then
             local ptInvCen = b3Solid:getCenter()
             EgtRotate( vWall[i].Id, ptInvCen, Z_AX(), dInvAng - 180, GDB_RT.GLOB)
             b3Solid:rotate( ptInvCen, Z_AX(), dInvAng - 180)
@@ -134,7 +138,7 @@ local function MyProcessInputData()
       end
       -- correzioni per rotazioni non centrate di produzioni TS3 (quasi sempre multipli di 90 deg)
       local sType = EgtGetInfo( vWall[i].Id, 'TYPE', 's')
-      if not bProj and dRotAng and dInvAng and sType ~= 'LAYER' then
+      if not bProj and not bBwProj and dRotAng and dInvAng and sType ~= 'LAYER' then
          if abs( dInvAng - 0) < GEO.EPS_ANG_SMALL then
             if abs( dRotAng - 180) < GEO.EPS_ANG_SMALL then
                vWall[i].PosZ = vWall[i].PosZ - vWall[i].Box:getDimY()

UpdateLog.txt

@@ -1,5 +1,29 @@
            ==== Wall Update Log ====
 
+Versione 3.1d2 (23/04/2026)
+- Modif : Tutte le forature vengono ordinate per diametro decrescente
+
+Versione 3.1d1 (08/04/2026)
+- Modif : in LapJoint, svuotature, l'uscita dalla geometria viene limitata della massima quantità che non rovina il pezzo vicino
+- Fixed : correzione per chiodature
+
+Versione 3.1c1 (02/04/2026)
+- Added : in CleanCorner si gestiscono angoli diversi da 30
+- Fixed : in puliture con sega a catena corrett scelta errata del lato
+
+Versione 2.7k1 (20/11/2025)
+- Modif : in LapJoint con Q08=1 ora si fanno con milling anche tasche a L cieche da sopra
+- Fixed : in LapJoint correzione alle lavorazioni inclinate
+
+Versione 2.7j2 (21/10/2025)
+- Modif : in LapJoint i percorsi dei truciolatori sono sempre in concordanza a meno di forzature con apposito flag macchina
+- Modif : in PanelSaw migliorata l'esportazione Cutty
+
+Versione 2.7j1 (08/10/2025)
+- Added : in PanelSaw si gestiscono le esportazioni Homag
+- Added : in PanelSaw si gestisce la direzione fibra
+- Modif : in PanelSaw migliorata l'esportazione Cutty
+
 Versione 2.7i2 (18/09/2025)
 - Modif : in PanelSaw gestione campi a lunghezza fissa
 

Version.lua

@@ -1,6 +1,6 @@
--- Version.lua by Egalware s.r.l. 2025/07/17
+-- Version.lua by Egalware s.r.l. 2026/03/30
 -- Gestione della versione di Wall
 
 NAME = 'Wall'
-VERSION = '2.7i2'
-MIN_EXE = '2.7f2'
+VERSION = '3.1d2'
+MIN_EXE = '3.1c1'