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-rw-r--r--Connections/Shear/Finplate/.txt3
-rw-r--r--Connections/Shear/Finplate/Finplate0dot1.py1
-rw-r--r--Connections/Shear/Finplate/colWebBeamWebConnectivity.py12
-rw-r--r--Connections/Shear/Finplate/fin.log12
-rw-r--r--Connections/Shear/Finplate/finPlate.ui3
-rw-r--r--Connections/Shear/Finplate/finPlateMain.py166
-rw-r--r--Connections/Shear/Finplate/finplate_calc1.py35
-rw-r--r--Connections/Shear/Finplate/nutBoltPlacement.py6
-rw-r--r--Connections/Shear/Finplate/saveINPUT.txt2
-rw-r--r--Connections/Shear/Finplate/ui_finPlate.py5
10 files changed, 140 insertions, 105 deletions
diff --git a/Connections/Shear/Finplate/.txt b/Connections/Shear/Finplate/.txt
index e69de29..85888f1 100644
--- a/Connections/Shear/Finplate/.txt
+++ b/Connections/Shear/Finplate/.txt
@@ -0,0 +1,3 @@
+Thu, 11 Jun 2015 21:09:27 INFO : Overall finplate connection design is safe
+Thu, 11 Jun 2015 21:09:27 INFO : Overall finplate connection design is safe
+Thu, 11 Jun 2015 21:09:40 INFO : Overall finplate connection design is safe \ No newline at end of file
diff --git a/Connections/Shear/Finplate/Finplate0dot1.py b/Connections/Shear/Finplate/Finplate0dot1.py
index c8c539a..dbae367 100644
--- a/Connections/Shear/Finplate/Finplate0dot1.py
+++ b/Connections/Shear/Finplate/Finplate0dot1.py
@@ -708,6 +708,7 @@ class MainController(QtGui.QMainWindow):
def create2Dcad(self):
+
# ISection COLUMN
diff --git a/Connections/Shear/Finplate/colWebBeamWebConnectivity.py b/Connections/Shear/Finplate/colWebBeamWebConnectivity.py
index 7b45760..0617512 100644
--- a/Connections/Shear/Finplate/colWebBeamWebConnectivity.py
+++ b/Connections/Shear/Finplate/colWebBeamWebConnectivity.py
@@ -109,11 +109,15 @@ class ColWebBeamWeb(object):
def get_models(self):
'''Returning 3D models
'''
- return [self.columnModel,self.beamModel,
- self.weldModelLeft,self.weldModelRight,
- self.plateModel]+ self.nutBoltArray.getnutboltModels()
-
+ #+ self.nutBoltArray.getnutboltModels()
+ return [self.columnModel,self.plateModel, self.weldModelLeft,self.weldModelRight,
+ self.beamModel] + self.nutBoltArray.getModels()
+
+ def get_nutboltmodels(self):
+
+ return self.nutBoltArray.getModels()
+ #return self.nutBoltArray.getboltModels()
\ No newline at end of file
diff --git a/Connections/Shear/Finplate/fin.log b/Connections/Shear/Finplate/fin.log
index d2e8b78..82081b6 100644
--- a/Connections/Shear/Finplate/fin.log
+++ b/Connections/Shear/Finplate/fin.log
@@ -1 +1,13 @@
<link rel="stylesheet" type="text/css" href="log.css"/>
+
+ <div class="LOG INFO">
+ <span class="DATE">Thu, 11 Jun 2015 23:54:20</span>
+ <span class="LEVEL">INFO</span>
+ <span class="MSG">: Overall finplate connection design is safe</span>
+ </div>
+
+ <div class="LOG INFO">
+ <span class="DATE">Thu, 11 Jun 2015 23:54:20</span>
+ <span class="LEVEL">INFO</span>
+ <span class="MSG">: Overall finplate connection design is safe</span>
+ </div>
diff --git a/Connections/Shear/Finplate/finPlate.ui b/Connections/Shear/Finplate/finPlate.ui
index 94561db..07555b9 100644
--- a/Connections/Shear/Finplate/finPlate.ui
+++ b/Connections/Shear/Finplate/finPlate.ui
@@ -590,7 +590,6 @@
</property>
<addaction name="actionEnlarge_font_size"/>
<addaction name="separator"/>
- <addaction name="actionReduce_font_size"/>
</widget>
<widget class="QMenu" name="menuHelp">
<property name="title">
@@ -4169,7 +4168,7 @@
</action>
<action name="actionEnlarge_font_size">
<property name="text">
- <string>Enlarge font size</string>
+ <string>Font</string>
</property>
</action>
<action name="actionReduce_font_size">
diff --git a/Connections/Shear/Finplate/finPlateMain.py b/Connections/Shear/Finplate/finPlateMain.py
index 26e1c9f..a8e0371 100644
--- a/Connections/Shear/Finplate/finPlateMain.py
+++ b/Connections/Shear/Finplate/finPlateMain.py
@@ -18,7 +18,7 @@ Created on 21-Aug-2014
@author: deepa
'''
import sys
-from OCC import VERSION
+from OCC import VERSION, BRepTools, StlAPI
#from PyQt4 import QtGui,QtCore
from ui_finPlate import Ui_MainWindow
from model import *
@@ -27,7 +27,6 @@ from finplate_calc1 import finConn
import yaml
import pickle
import logging
-#from exampleSimpleGUI import init_display
from OCC.BRepAlgoAPI import BRepAlgoAPI_Fuse
from OCC._Quantity import Quantity_NOC_RED,Quantity_NOC_BLUE1,Quantity_NOC_SADDLEBROWN
from ISection import ISection
@@ -45,6 +44,10 @@ from colFlangeBeamWebConnectivity import ColFlangeBeamWeb
from OCC import IGESControl
from filletweld import FilletWeld
from ModelUtils import *
+from OCC.STEPControl import STEPControl_Writer, STEPControl_AsIs
+from OCC.Interface import Interface_Static_SetCVal
+from OCC.IFSelect import IFSelect_RetDone
+from OCC.StlAPI import StlAPI_Writer
class MainController(QtGui.QMainWindow):
@@ -64,7 +67,7 @@ class MainController(QtGui.QMainWindow):
self.ui.comboConnLoc.currentIndexChanged[str].connect(self.setimage_connection)
- self.disableViewButtons()
+ #self.disableViewButtons()
self.ui.btnInput.clicked.connect(lambda: self.dockbtn_clicked(self.ui.inputDock))
self.ui.btnOutput.clicked.connect(lambda: self.dockbtn_clicked(self.ui.outputDock))
@@ -73,7 +76,6 @@ class MainController(QtGui.QMainWindow):
self.ui.btn_top.clicked.connect(self.call_Topview)
self.ui.btn_side.clicked.connect(self.call_Sideview)
- #self.ui.btn3D.clicked.connect(self.call_3DModel)
self.ui.btn3D.clicked.connect(lambda:self.call_3DModel(True))
self.ui.chkBxBeam.clicked.connect(self.call_3DBeam)
self.ui.chkBxCol.clicked.connect(self.call_3DColumn)
@@ -99,6 +101,17 @@ class MainController(QtGui.QMainWindow):
maxfyVal = 450
self.ui.txtFy.editingFinished.connect(lambda: self.check_range(self.ui.txtFy,self.ui.lbl_fy, minfyVal, maxfyVal))
+ ##### MenuBar #####
+ self.ui.actionQuit_fin_plate_design.setShortcut('Ctrl+Q')
+ self.ui.actionQuit_fin_plate_design.setStatusTip('Exit application')
+ self.ui.actionQuit_fin_plate_design.triggered.connect(QtGui.qApp.quit)
+
+ self.ui.actionCreate_design_report.triggered.connect(self.save_design)
+ self.ui.actionSave_log_messages.triggered.connect(self.save_log)
+ self.ui.actionEnlarge_font_size.triggered.connect(self.showFontDialogue)
+ self.ui.actionZoom_in.triggered.connect(self.callZoomin)
+
+
self.ui.combo_Beam.addItems(get_beamcombolist())
self.ui.comboColSec.addItems(get_columncombolist())
self.ui.combo_Beam.currentIndexChanged[str].connect(self.populatePlateThickCombo)
@@ -124,6 +137,8 @@ class MainController(QtGui.QMainWindow):
#self.ui.btnSvgSave.clicked.connect(lambda:self.saveTopng(self.display))
self.connectivity = None
+ self.fuse_model = None
+
#self.colWebBeamWeb = self.create3DColWebBeamWeb()
# my_box = BRepPrimAPI_MakeBox(gp_Pnt(20,0,0),10., 20., 30.).Shape()
# my_cylendar = BRepPrimAPI_MakeCylinder(10,30).Shape()
@@ -133,6 +148,15 @@ class MainController(QtGui.QMainWindow):
#self.fuse_model = self.create2Dcad()
#self.fuse_model = my_sphere
+ def showFontDialogue(self):
+ font, ok = QtGui.QFontDialog.getFont()
+ if ok:
+ self.ui.inputDock.setFont(font)
+ self.ui.outputDock.setFont(font)
+ self.ui.textEdit.setFont(font)
+
+ def callZoomin(self):
+ self.display.DynamicZoom()
def disableViewButtons(self):
'''
@@ -162,13 +186,9 @@ class MainController(QtGui.QMainWindow):
def populatePlateThickCombo(self):
dictbeamdata = self.fetchBeamPara()
-# beam_sec = self.ui.combo_Beam.currentText()
-# dictbeamdata = get_beamdata(beam_sec)
beam_tw = float(dictbeamdata[QString("tw")])
- #comboPlateItems = [str(self.ui.comboPlateThick_2.itemText(i)) for i in range(self.ui.comboPlateThick_2.count())]
plateThickness = [6,8,10,12,14,16,18,20]
newlist = []
- #comboPlateThickItenewlist = []
for ele in plateThickness[:]:
item = int(ele)
if item >= beam_tw:
@@ -653,49 +673,14 @@ class MainController(QtGui.QMainWindow):
osdagDisplayShape(self.display, self.connectivity.weldModelLeft, color = 'red', update = True)
osdagDisplayShape(self.display, self.connectivity.weldModelRight, color = 'red', update = True)
osdagDisplayShape(self.display,self.connectivity.plateModel,color = 'blue', update = True)
- self.display.DisplayShape(self.connectivity.nutBoltArray.getnutboltModels(), color = Quantity_NOC_SADDLEBROWN, update=True)
+ self.display.DisplayShape(self.connectivity.nutBoltArray.getModels(), color = Quantity_NOC_SADDLEBROWN, update=True)
elif component == "Model":
osdagDisplayShape(self.display, self.connectivity.columnModel, update=True)
osdagDisplayShape(self.display, self.connectivity.beamModel, material = Graphic3d_NOT_2D_ALUMINUM, update=True)
osdagDisplayShape(self.display, self.connectivity.weldModelLeft, color = 'red', update = True)
osdagDisplayShape(self.display, self.connectivity.weldModelRight, color = 'red', update = True)
osdagDisplayShape(self.display,self.connectivity.plateModel,color = 'blue', update = True)
- self.display.DisplayShape(self.connectivity.nutBoltArray.getnutboltModels(), color = Quantity_NOC_SADDLEBROWN, update=True)
-
-
- def display3Dmodelold(self,cadlist,component):
- self.display.EraseAll()
- self.display.SetModeShaded()
- #self.display,_ = self.init_display(backend_str="pyqt4")
- self.display.set_bg_gradient_color(23,1,32,23,1,32)
-
- if component == "Column":
-
- osdagDisplayShape(self.display, cadlist[0], update=True)
- elif component == "Beam":
- self.display.EraseAll()
- osdagDisplayShape(self.display, cadlist[1],material = Graphic3d_NOT_2D_ALUMINUM, update=True)
- elif component == "Finplate" :
- display.EraseAll()
- osdagDisplayShape(self.display,cadlist[2],color = 'red', update = True)
- osdagDisplayShape(self.display, cadlist[3], color = 'red', update = True)
- osdagDisplayShape(self.display, cadlist[4], color = 'blue', update = True)
- self.display.DisplayShape(cadlist[5:8],color = Quantity_NOC_SADDLEBROWN, update=True)
- self.display.DisplayShape(cadlist[8:11],color = Quantity_NOC_SADDLEBROWN, update = True)
- elif component == "Model":
- self.display.EraseAll()
- #osdagDisplayShape(self.display, cadlist[0], update=True)
- osdagDisplayShape(self.display, cadlist[1],material = Graphic3d_NOT_2D_ALUMINUM, update=True)
- #osdagDisplayShape(self.display,cadlist[2],color = 'red', update = True)
- #osdagDisplayShape(self.display,cadlist[3],color = 'red', update = True)
- osdagDisplayShape(self.display, cadlist[4], color = 'blue', update = True)
- self.display.DisplayShape(cadlist[5:8],color = Quantity_NOC_SADDLEBROWN, update=True)
- self.display.DisplayShape(cadlist[8:11],color = Quantity_NOC_SADDLEBROWN, update = True)
- #osdagDisplayShape(self.display, cadlist[11], update = True)
- else:
- pass
-
- start_display()
+ self.display.DisplayShape(self.connectivity.nutBoltArray.getModels(), color = Quantity_NOC_SADDLEBROWN, update=True)
def fetchBeamPara(self):
beam_sec = self.ui.combo_Beam.currentText()
@@ -744,7 +729,6 @@ class MainController(QtGui.QMainWindow):
#column = ISection(B = 83, T = 14.1, D = 250, t = 11, R1 = 12, R2 = 3.2, alpha = 98, length = 1000)
column = ISection(B = column_B, T = column_T, D = column_D,
t = column_tw, R1 = column_R1, R2 = column_R2, alpha = column_alpha, length = 1000)
- # Outputs from finPlateCalc1
#### WELD,PLATE,BOLT AND NUT PARAMETERS #####
fillet_length = resultObj['Plate']['height']
@@ -797,32 +781,6 @@ class MainController(QtGui.QMainWindow):
colflangeconn = ColFlangeBeamWeb(column,beam,weld,plate,boltRadius,nutRadius)
return colflangeconn.create_3dmodel()
- def call_3DModelduplicate(self):
- self.display.EraseAll()
- uiObj = self.getuser_inputs()
- resultObj = finConn(uiObj)
- for k in resultObj.keys():
- for key in resultObj[k].keys():
- if (resultObj[k][key] != ""):
- if self.ui.btn3D.isEnabled():
- self.ui.chkBxBeam.setChecked(QtCore.Qt.Unchecked)
- self.ui.chkBxCol.setChecked(QtCore.Qt.Unchecked)
- self.ui.chkBxFinplate.setChecked(QtCore.Qt.Unchecked)
- self.ui.mytabWidget.setCurrentIndex(0)
-
- if self.ui.comboConnLoc.currentText()== "Column web-Beam web":
- connectivity = self.colWebBeamWeb
- else:
- self.ui.mytabWidget.setCurrentIndex(0)
- connectivity = self.createColFlangeBeamWeb()
-
- self.display3Dmodel(connectivity.get_models(), "Model")
- plateOrigin = connectivity.plate.secOrigin
- gpPntplateOrigin= getGpPt(plateOrigin)
- my_sphere = BRepPrimAPI_MakeSphere(gpPntplateOrigin,2).Shape()
- #self.display.DisplayShape(my_sphere,update=True)
- else:
- self.display.DisplayMessage(gp_Pnt(1000,0,400),"Sorry, can not create 3D model",height = 25.0)
def call_3DModel(self,flag):
@@ -836,9 +794,11 @@ class MainController(QtGui.QMainWindow):
if self.ui.comboConnLoc.currentText()== "Column web-Beam web":
#self.create3DColWebBeamWeb()
self.connectivity = self.create3DColWebBeamWeb()
+ self.fuse_model = None
else:
self.ui.mytabWidget.setCurrentIndex(0)
self.connectivity = self.createColFlangeBeamWeb()
+ self.fuse_model = None
self.display3Dmodel("Model")
#plateOrigin = self.connectivity.plate.secOrigin
@@ -908,11 +868,12 @@ class MainController(QtGui.QMainWindow):
self.call_3DModel(status)
- def create2Dcad(self,cadlist):
+ def create2Dcad(self,connectivity):
- #cadlist = self.connectivity.get_models()
-
+ cadlist = self.connectivity.get_models()
+ print len(cadlist)
final_model = cadlist[0]
+ #model = cadlist[1]
for model in cadlist[1:]:
final_model = BRepAlgoAPI_Fuse(model,final_model).Shape()
return final_model
@@ -920,14 +881,43 @@ class MainController(QtGui.QMainWindow):
# Export to IGES
def save3DtoIGES(self):
-
- shape = self.create2Dcad()
- i = IGESControl.IGESControl_Controller()
- i.Init()
- iges_writer = IGESControl.IGESControl_Writer()
- iges_writer.AddShape(shape)
- iges_writer.Write('/home/deepa/Pictures/osdag.iges')
-
+ if self.connectivity == None:
+ self.connectivity = self.create3DColWebBeamWeb()
+ if self.fuse_model == None:
+ self.fuse_model = self.create2Dcad(self.connectivity)
+ shape = self.fuse_model
+
+ files_types = "IGS (*.igs);;STEP (*.stp);;STL (*.stl);;BREP(*.brep)"
+ fileName = QtGui.QFileDialog.getSaveFileName(self, 'Export', "/home/Cadfiles/untitled.igs", files_types )
+ fName = str(fileName)
+ file_extension = fName.split(".")[-1]
+
+ if file_extension == 'igs':
+ IGESControl.IGESControl_Controller().Init()
+ iges_writer = IGESControl.IGESControl_Writer()
+ iges_writer.AddShape(shape)
+ iges_writer.Write(fName)
+
+ elif file_extension == 'brep':
+
+ BRepTools.breptools.Write(shape, fName)
+
+ elif file_extension == 'stp':
+ # initialize the STEP exporter
+ step_writer = STEPControl_Writer()
+ Interface_Static_SetCVal("write.step.schema", "AP203")
+
+ # transfer shapes and write file
+ step_writer.Transfer(shape, STEPControl_AsIs)
+ status = step_writer.Write(fName)
+
+ assert(status == IFSelect_RetDone)
+
+ else:
+ stl_writer = StlAPI_Writer()
+ stl_writer.SetASCIIMode(True)
+ stl_writer.Write(shape,fName)
+
def display2DModelOriginal(self, final_model, viewName):
self.display,_ = self.init_display()
@@ -1003,9 +993,13 @@ class MainController(QtGui.QMainWindow):
self.display.EraseAll()
self.ui.mytabWidget.setCurrentIndex(1)
- self.connectivity = self.create3DColWebBeamWeb()
- final_model = self.create2Dcad(self.connectivity.get_models())
- self.display2DModel(final_model,"Front")
+ #Sself.connectivity = self.create3DColWebBeamWeb()
+ #memberlist = self.connectivity.get_models()
+ if self.connectivity == None:
+ self.connectivity = self.create3DColWebBeamWeb()
+ if self.fuse_model == None:
+ self.fuse_model = self.create2Dcad(self.connectivity)
+ self.display2DModel( self.fuse_model,"Front")
diff --git a/Connections/Shear/Finplate/finplate_calc1.py b/Connections/Shear/Finplate/finplate_calc1.py
index 24d152d..5f934c8 100644
--- a/Connections/Shear/Finplate/finplate_calc1.py
+++ b/Connections/Shear/Finplate/finplate_calc1.py
@@ -152,9 +152,10 @@ def finConn(uiObj):
web_plate_l = max_plate_height ;
elif min_plate_height > max_plate_height:
- logger.error(": Height of plate is more than the clear depth of the beam")
+ logger.error(": Minimum required plate height is more than the clear depth of the beam")
+ logger.warning(": Minimum plate height required is %2.2f mm " % (min_plate_height))
logger.warning(": Maximum plate height allowed is %2.2f mm " % (max_plate_height))
-
+ logger.info(": Increase the plate thickness")
#print "Error: Height of plate is more than the clear depth of the beam"
#print" Maximum plate height allowed is " + str(max_plate_height) + " mm"
web_plate_l = max_plate_height;
@@ -276,7 +277,7 @@ def finConn(uiObj):
else:
logger.error(": Bolt strength is insufficient to carry the shear force")
logger.warning (": Increase bolt diameter and/or bolt grade")
-
+ moment_demand=0.0
####################################################################################
# Design of plate:
@@ -404,9 +405,11 @@ def finConn(uiObj):
outputObj['Plate']['momentcapacity'] = moment_capacity
outputObj['Plate']['height'] = web_plate_l
outputObj['Plate']['width'] = web_plate_w
+
+
#return outputObj
- if web_plate_l == min_plate_height+10 or web_plate_l == (max_plate_height-10)//10*10:
+ if web_plate_l == (min_plate_height+10) or web_plate_l == ((max_plate_height-10)//10*10):
if bolt_line==2:
if pitch < min_pitch:
for k in outputObj.keys():
@@ -414,6 +417,22 @@ def finConn(uiObj):
outputObj[k][key] = ""
else:
return outputObj
+
+ elif web_plate_l == (min_plate_height+10) or web_plate_l == ((max_plate_height-10)//10*10):
+ if web_plate_l == min_plate_height or web_plate_l == max_plate_height or web_plate_l < web_plate_l_req or web_plate_w < web_plate_w_req:
+ for k in outputObj.keys():
+ for key in outputObj[k].keys():
+ outputObj[k][key] = ""
+ elif moment_capacity < moment_demand:
+ for k in outputObj.keys():
+ for key in outputObj[k].keys():
+ outputObj[k][key] = ""
+ elif bolt_line==2:
+ if pitch < min_pitch:
+ for k in outputObj.keys():
+ for key in outputObj[k].keys():
+ outputObj[k][key] = ""
+
else:
if web_plate_l == min_plate_height or web_plate_l == max_plate_height or web_plate_l < web_plate_l_req or web_plate_w < web_plate_w_req:
for k in outputObj.keys():
@@ -428,14 +447,18 @@ def finConn(uiObj):
for k in outputObj.keys():
for key in outputObj[k].keys():
outputObj[k][key] = ""
-
+
# if web_plate_l == min_plate_height or web_plate_l == max_plate_height or web_plate_l < web_plate_l_req or web_plate_w < web_plate_w_req:
# outputObj = {}
#
# elif moment_capacity < moment_demand:
# outputObj = {}
+ if outputObj['Bolt']['status'] == True:
-
+ logger.info(": Overall finplate connection design is safe")
+ else:
+ logger.error(": Design is not safe")
+
return outputObj
diff --git a/Connections/Shear/Finplate/nutBoltPlacement.py b/Connections/Shear/Finplate/nutBoltPlacement.py
index 88ce850..627f9c9 100644
--- a/Connections/Shear/Finplate/nutBoltPlacement.py
+++ b/Connections/Shear/Finplate/nutBoltPlacement.py
@@ -30,7 +30,7 @@ class NutBoltArray():
#self.calculatePositions()
self.models = []
-
+
def initialiseNutBolts(self):
b = self.bolt
n = self.nut
@@ -83,11 +83,11 @@ class NutBoltArray():
dbg = self.dbgSphere(self.origin)
self.models.append(dbg)
-
+
def dbgSphere(self, pt):
return BRepPrimAPI_MakeSphere(getGpPt(pt), 0.1).Shape()
- def getnutboltModels(self):
+ def getModels(self):
return self.models
\ No newline at end of file
diff --git a/Connections/Shear/Finplate/saveINPUT.txt b/Connections/Shear/Finplate/saveINPUT.txt
index 54ca750..478e639 100644
--- a/Connections/Shear/Finplate/saveINPUT.txt
+++ b/Connections/Shear/Finplate/saveINPUT.txt
@@ -56,5 +56,5 @@ S'HSFG'
p26
sS'diameter(mm)'
p27
-I12
+I20
ss. \ No newline at end of file
diff --git a/Connections/Shear/Finplate/ui_finPlate.py b/Connections/Shear/Finplate/ui_finPlate.py
index 1c41207..cb41631 100644
--- a/Connections/Shear/Finplate/ui_finPlate.py
+++ b/Connections/Shear/Finplate/ui_finPlate.py
@@ -2,7 +2,7 @@
# Form implementation generated from reading ui file 'finPlate.ui'
#
-# Created: Sat Jun 6 12:28:08 2015
+# Created: Thu Jun 11 17:13:02 2015
# by: PyQt4 UI code generator 4.10.4
#
# WARNING! All changes made in this file will be lost!
@@ -1450,7 +1450,6 @@ class Ui_MainWindow(object):
self.menuEdit.addAction(self.actionPaste)
self.menuView.addAction(self.actionEnlarge_font_size)
self.menuView.addSeparator()
- self.menuView.addAction(self.actionReduce_font_size)
self.menuHelp.addAction(self.actionAbout_Osdag)
self.menuGraphics.addAction(self.actionZoom_in)
self.menuGraphics.addSeparator()
@@ -1673,7 +1672,7 @@ class Ui_MainWindow(object):
self.actionView_2D_on_YZ.setText(_translate("MainWindow", "View 2D on YZ", None))
self.actionView_2D_on_ZX.setText(_translate("MainWindow", "View 2D on ZX", None))
self.actionModel.setText(_translate("MainWindow", "Model", None))
- self.actionEnlarge_font_size.setText(_translate("MainWindow", "Enlarge font size", None))
+ self.actionEnlarge_font_size.setText(_translate("MainWindow", "Font", None))
self.actionReduce_font_size.setText(_translate("MainWindow", "Reduce font size", None))
self.actionSave_3D_model_as.setText(_translate("MainWindow", "Save 3D model as", None))
self.actionSave_current_2D_image_as.setText(_translate("MainWindow", "Save 2D image as", None))
generated by cgit (git 2.34.1) at 2024-12-21 06:36:14 +0000