clearance

4 files changed, 659 insertions, 1407 deletions

diff --git a/Connections/Shear/Finplate/Finplate0dot1.py b/Connections/Shear/Finplate/Finplate0dot1.py
deleted file mode 100644
index bf63b13..0000000
--- a/Connections/Shear/Finplate/Finplate0dot1.py
+++ /dev/null
@@ -1,939 +0,0 @@
-'''
-Created on 07-May-2015
-
-@author: deepa
-'''
-from PyQt4.QtCore import QString
-from PyQt4.QtGui import QMessageBox
-'''
-Created on 21-Aug-2014
-
-@author: deepa
-'''
-import sys
-from OCC import VERSION
-#from PyQt4 import QtGui,QtCore
-from ui_finPlate2 import Ui_MainWindow
-from model import *
-#from finPlateCalc import finConn
-from Connections.Shear.Finplate.finPlateCalc1 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
-import numpy
-from OCC.Graphic3d import Graphic3d_NOT_2D_ALUMINUM
-from weld import  Weld
-from plate import Plate
-from bolt import Bolt
-from nut import Nut 
-import os.path
-from utilities import osdagDisplayShape
-from OCC.Display.pyqt4Display import qtViewer3d
-from colWebBeamWebConnectivity import ColWebBeamWeb
-from colFlangeBeamWebConnectivity import ColFlangeBeamWeb
-from OCC import IGESControl
-
-from filletweld import FilletWeld
-
-
-class MainController(QtGui.QMainWindow):
-    
-    def __init__(self):
-        QtGui.QMainWindow.__init__(self)
-        self.ui = Ui_MainWindow()
-        self.ui.setupUi(self)
-        
-        
-        self.gradeType ={'Please Select Type':'',
-                         'HSFG': [8.8,10.8],
-                         'Black Bolt':[3.6,4.6,4.8,5.6,5.8,6.8,9.8,12.9]}
-        self.ui.comboType.addItems(self.gradeType.keys())
-        self.ui.comboType.currentIndexChanged[str].connect(self.combotype_currentindexchanged)
-        self.ui.comboType.setCurrentIndex(0)
-        
-        self.ui.comboConnLoc.currentIndexChanged[str].connect(self.setimage_connection)
-        
-        
-        self.ui.btn_Reset.clicked.connect(self.resetbtn_clicked)
-        
-        self.ui.btn_Design.clicked.connect(self.design_btnclicked)
-        self.ui.btnInput.clicked.connect(lambda: self.dockbtn_clicked(self.ui.inputDock))
-        self.ui.btnOutput.clicked.connect(lambda: self.dockbtn_clicked(self.ui.outputDock))
-        self.ui.btn_front.clicked.connect(self.call_Frontview)
-        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.chkBxBeam.clicked.connect(self.call_3DBeam)
-        self.ui.chkBxCol.clicked.connect(self.call_3DColumn)
-        self.ui.chkBxFinplate.clicked.connect(self.call_3DFinplate)
-        
-        validator = QtGui.QIntValidator()
-        self.ui.txtFu.setValidator(validator)
-        self.ui.txtFy.setValidator(validator)
-        
-        dbl_validator = QtGui.QDoubleValidator()
-        self.ui.txtPlateLen.setValidator(dbl_validator)
-        self.ui.txtPlateLen.setMaxLength(7)
-        self.ui.txtPlateWidth.setValidator(dbl_validator)
-        self.ui.txtPlateWidth.setMaxLength(7)
-        self.ui.txtShear.setValidator(dbl_validator)
-        self.ui.txtShear.setMaxLength(7)
-        
-        minfuVal = 290
-        maxfuVal = 590
-        self.ui.txtFu.editingFinished.connect(lambda: self.check_range(self.ui.txtFu,self.ui.lbl_fu, minfuVal, maxfuVal))
-        
-        minfyVal = 165
-        maxfyVal = 450
-        self.ui.txtFy.editingFinished.connect(lambda: self.check_range(self.ui.txtFy,self.ui.lbl_fy, minfyVal, maxfyVal))
-       
-        self.ui.combo_Beam.addItems(get_beamcombolist())
-        self.ui.comboColSec.addItems(get_columncombolist())
-        self.ui.menuView.addAction(self.ui.inputDock.toggleViewAction())
-        self.ui.menuView.addAction(self.ui.outputDock.toggleViewAction())
-        self.ui.btn_CreateDesign.clicked.connect(self.save_design)
-        #self.ui.btn_Saveoutput.clicked.connect(self.save_design)
-        self.ui.btn_SaveMessages.clicked.connect(self.save_log)
-        #self.ui.btn_Savelog.clicked.connect(self.save_log)
-        
-
-        # Saving and Restoring the finPlate window state.
-        self.retrieve_prevstate()
-        
-        # Initialising the qtviewer
-        self.display,_ = self.init_display(backend_str="pyqt4")
-        
-        self.ui.btnSvgSave.clicked.connect(self.save3DtoIGES)
-        #self.ui.btnSvgSave.clicked.connect(lambda:self.saveTopng(self.display))
-        
-
-    def saveTopng(self,display):
-        display.ExportToImage('/home/Pictures/cad.png')
-    
-    def retrieve_prevstate(self):
-        uiObj = self.get_prevstate()
-        if(uiObj != None):
-            
-            self.ui.combo_Beam.setCurrentIndex(self.ui.combo_Beam.findText(uiObj['Member']['beamSection']))
-            self.ui.comboColSec.setCurrentIndex(self.ui.comboColSec.findText(uiObj['Member']['columSection']))
-            
-            self.ui.txtFu.setText(str(uiObj['Member']['fu(MPa)']))
-            self.ui.txtFy.setText(str(uiObj['Member']['fy(MPa)']))
-           
-            self.ui.comboConnLoc.setCurrentIndex(self.ui.comboConnLoc.findText(str(uiObj['Member']['connectivity'])))
-            
-            self.ui.txtShear.setText(str(uiObj['Load']['shearForce(kN)']))
-            
-            self.ui.comboDaimeter.setCurrentIndex(self.ui.comboDaimeter.findText(str(uiObj['Bolt']['diameter(mm)'])))
-            comboTypeIndex = self.ui.comboType.findText(str(uiObj['Bolt']['type']))
-            self.ui.comboType.setCurrentIndex(comboTypeIndex)
-            self.combotype_currentindexchanged(str(uiObj['Bolt']['type']))
-            
-            prevValue = str(uiObj['Bolt']['grade'])
-        
-            comboGradeIndex = self.ui.comboGrade.findText(prevValue)
-          
-            self.ui.comboGrade.setCurrentIndex(comboGradeIndex)
-        
-            #self.ui.comboDaimeter.currentText(str(uiObj['Bolt']['diameter(mm)']))
-            #self.ui.comboType.currentText(str(uiObj['Bolt']['diameter(mm)']))
-            #self.ui.comboGrade.currentText(str(uiObj['Bolt']['grade']))
-            
-            self.ui.comboPlateThick_2.setCurrentIndex(self.ui.comboPlateThick_2.findText(str(uiObj['Plate']['thickness(mm)'])))
-            #self.ui.comboPlateThick_2.currentText(str(uiObj['Plate']['thickness(mm)']))
-            self.ui.txtPlateLen.setText(str(uiObj['Plate']['length(mm)']))
-            self.ui.txtPlateWidth.setText(str(uiObj['Plate']['width(mm)']))
-            
-            self.ui.comboWldSize.setCurrentIndex(self.ui.comboWldSize.findText(str(uiObj['Weld']['size(mm)'])))
-            #self.ui.comboWldSize.currentText(str(uiObj['Weld']['size(mm)']))
-        #else:
-        #    self.btnreset_clicked() 
-        
-    def setimage_connection(self):
-        '''
-        Setting image to connctivity.
-        '''
-        self.ui.lbl_connectivity.show()
-        loc = self.ui.comboConnLoc.currentText()
-        if loc == "Column flange-Beam web":
-            
-            pixmap = QtGui.QPixmap(":/newPrefix/images/beam2.jpg")
-            pixmap.scaledToHeight(50)
-            pixmap.scaledToWidth(60)
-            self.ui.lbl_connectivity.setPixmap(pixmap)
-            #self.ui.lbl_connectivity.show()
-        elif(loc == "Column web-Beam web"):
-            picmap = QtGui.QPixmap(":/newPrefix/images/beam.jpg")
-            picmap.scaledToHeight(50)
-            picmap.scaledToWidth(60)
-            self.ui.lbl_connectivity.setPixmap(picmap)
-        else:
-            self.ui.lbl_connectivity.hide()
-            
-        
-    def getuser_inputs(self):
-        '''(nothing) -> Dictionary
-        
-        Returns the dictionary object with the user input fields for designing fin plate connection
-        
-        '''
-        uiObj = {}
-        uiObj["Bolt"] = {}
-        uiObj["Bolt"]["diameter(mm)"] = self.ui.comboDaimeter.currentText().toInt()[0]
-        uiObj["Bolt"]["grade"] = float(self.ui.comboGrade.currentText())                                                                                                                                                                                                                                                             
-        uiObj["Bolt"]["type"] = str(self.ui.comboType.currentText())
-        
-            
-        uiObj["Weld"] = {}
-        uiObj["Weld"]['size(mm)'] = self.ui.comboWldSize.currentText().toInt()[0]
-        
-        uiObj['Member'] = {}
-        uiObj['Member']['beamSection'] = str(self.ui.combo_Beam.currentText())
-        uiObj['Member']['columSection'] = str(self.ui.comboColSec.currentText())
-        uiObj['Member']['connectivity'] = str(self.ui.comboConnLoc.currentText())
-        uiObj['Member']['fu(MPa)'] = self.ui.txtFu.text().toInt()[0]
-        uiObj['Member']['fy(MPa)'] = self.ui.txtFy.text().toInt()[0]
-        
-        uiObj['Plate'] = {}
-        uiObj['Plate']['thickness(mm)'] = self.ui.comboPlateThick_2.currentText().toInt()[0]
-        uiObj['Plate']['height(mm)'] = self.ui.txtPlateLen.text().toInt()[0] # changes the label length to height 
-        uiObj['Plate']['width(mm)'] = self.ui.txtPlateWidth.text().toInt()[0]
-        
-        uiObj['Load'] = {}
-        uiObj['Load']['shearForce(kN)'] = self.ui.txtShear.text().toInt()[0]
-        
-        
-        return uiObj    
-    
-    def save_inputs(self,uiObj):
-         
-        '''(Dictionary)--> None
-         
-        '''
-        inputFile = QtCore.QFile('saveINPUT.txt')
-        if not inputFile.open(QtCore.QFile.WriteOnly | QtCore.QFile.Text):
-            QtGui.QMessageBox.warning(self, "Application",
-                    "Cannot write file %s:\n%s." % (inputFile, file.errorString()))
-        #yaml.dump(uiObj, inputFile,allow_unicode=True, default_flow_style = False)
-        pickle.dump(uiObj, inputFile)
-        
-    
-    def get_prevstate(self):
-        '''
-        '''
-        fileName = 'saveINPUT.txt'
-         
-        if os.path.isfile(fileName):
-            fileObject = open(fileName,'r')
-            uiObj = pickle.load(fileObject)
-            return uiObj
-        else:
-            return None
-    
-            
-    def outputdict(self):
-        
-        ''' Returns the output of design in dictionary object.
-        '''
-        outObj = {}
-        outObj['Plate'] ={}
-        #outObj['Plate']["Thickness(mm)"] = float(self.ui.txtPlateThick.text())
-        outObj['Plate']["External Moment(kNm)"] = float(self.ui.txtExtMomnt.text())
-        outObj['Plate']["Moment Capacity(kNm)"] = float(self.ui.txtMomntCapacity.text())
-        
-        outObj['Weld'] ={}
-        #outObj['Weld']["Weld Thickness(mm)"] = float(self.ui.txtWeldThick.text())
-        outObj['Weld']["Resultant Shear(kN/mm)"] = float(self.ui.txtResltShr.text())
-        outObj['Weld']["Weld Strength(kN/mm)"] = float(self.ui.txtWeldStrng.text())
-        
-        outObj['Bolt'] = {}
-        outObj['Bolt']["Shear Capacity(kN)"] = float(self.ui.txtShrCapacity.text())
-        outObj['Bolt']["Bearing Capacity(kN)"] = float(self.ui.txtbearCapacity.text())
-        outObj['Bolt']["Capacity Of Bolt(kN)"] = float(self.ui.txtBoltCapacity.text())
-        outObj['Bolt']["No Of Bolts"] = float(self.ui.txtNoBolts.text())
-        outObj['Bolt']["No.Of Row"] = int(self.ui.txt_row.text())
-        outObj['Bolt']["No.Of Column"] = int(self.ui.txt_col.text())
-        outObj['Bolt']["Pitch Distance(mm)"] = float(self.ui.txtPitch.text())
-        outObj['Bolt']["Guage Distance(mm)"] = float(self.ui.txtGuage.text())
-        outObj['Bolt']["End Distance(mm)"]= float(self.ui.txtEndDist.text())
-        outObj['Bolt']["Edge Distance(mm)"]= float(self.ui.txtEdgeDist.text())
-        
-        return outObj
-    
-    
-    def save_design(self):
-        self.outdict = self.outputdict()
-        self.inputdict = self.getuser_inputs()
-        self.save_yaml(self.outdict,self.inputdict)
-    
-        #self.save(self.outdict,self.inputdict)
-        
-    def save_log(self):
-        
-        fileName,pat =QtGui.QFileDialog.getSaveFileNameAndFilter(self,"Save File As","/home/deepa/SaveMessages","Text files (*.txt)")
-        return self.save_file(fileName+".txt")
-          
-    def save_file(self, fileName):
-        '''(file open for writing)-> boolean
-        '''
-        fname = QtCore.QFile(fileName)
-        if not fname.open(QtCore.QFile.WriteOnly | QtCore.QFile.Text):
-            QtGui.QMessageBox.warning(self, "Application",
-                    "Cannot write file %s:\n%s." % (fileName, fname.errorString()))
-            return False
-
-        outf = QtCore.QTextStream(fname)
-        QtGui.QApplication.setOverrideCursor(QtCore.Qt.WaitCursor)
-        outf << self.ui.textEdit.toPlainText()
-        QtGui.QApplication.restoreOverrideCursor()
-
-        #self.setCurrentFile(fileName);
-        QtGui.QMessageBox.about(self,'Information',"File saved")
-        return True
-    
-    
-    def save_yaml(self,outObj,uiObj):
-        '''(dictiionary,dictionary) -> NoneType
-        Saving input and output to file in following format.
-        Bolt:
-          diameter: 6
-          grade: 8.800000190734863
-          type: HSFG
-        Load:
-          shearForce: 100
-          
-        '''
-        newDict = {"INPUT": uiObj, "OUTPUT": outObj} 
-        fileName = QtGui.QFileDialog.getSaveFileName(self,"Save File As","/home/deepa/SaveDesign","Text File (*.txt)")
-        f = open(fileName,'w')
-        yaml.dump(newDict,f,allow_unicode=True, default_flow_style=False)
-        return self.save_file(fileName+".txt")
-
-        
-    def resetbtn_clicked(self):
-        '''(NoneType) -> NoneType
-        
-        Resets all fields in input as well as output window
-    
-        '''
-        # user Inputs
-        self.ui.combo_Beam.setCurrentIndex((0))
-        self.ui.comboColSec.setCurrentIndex((0))
-        self.ui.comboConnLoc.setCurrentIndex((0))
-        self.ui.txtFu.clear()
-        self.ui.txtFy.clear()
-        
-        self.ui.txtShear.clear()
-        
-        self.ui.comboDaimeter.setCurrentIndex(0)
-        self.ui.comboType.setCurrentIndex((0))
-        self.ui.comboGrade.setCurrentIndex((0))
-        
-        self.ui.comboPlateThick_2.setCurrentIndex((0))
-        self.ui.txtPlateLen.clear()
-        self.ui.txtPlateWidth.clear()
-        
-        self.ui.comboWldSize.setCurrentIndex((0))
-        
-        #----Output
-        self.ui.txtShrCapacity.clear()
-        self.ui.txtbearCapacity.clear()
-        self.ui.txtBoltCapacity.clear()
-        self.ui.txtNoBolts.clear()
-        self.ui.txtboltgrpcapacity.clear()
-        self.ui.txt_row.clear()
-        self.ui.txt_col.clear()
-        self.ui.txtPitch.clear()
-        self.ui.txtGuage.clear()
-        self.ui.txtEndDist.clear()
-        self.ui.txtEdgeDist.clear()
-        
-        #self.ui.txtPlateThick.clear()
-        self.ui.txtplate_ht.clear()
-        self.ui.txtplate_width.clear()
-        self.ui.txtExtMomnt.clear()
-        self.ui.txtMomntCapacity.clear()
-        
-        #self.ui.txtWeldThick.clear()
-        self.ui.txtResltShr.clear()
-        self.ui.txtWeldStrng.clear()
-        self.ui.textEdit.clear()
-        
-    def dockbtn_clicked(self,widget):
-        
-        '''(QWidget) -> NoneType
-        
-        This method dock and undock widget(QdockWidget)
-        '''
-        
-        flag = widget.isHidden()
-        if(flag):
-            
-            widget.show()
-        else:
-            widget.hide()
-            
-    def  combotype_currentindexchanged(self,index):
-        
-        '''(Number) -> NoneType
-        '''
-        items = self.gradeType[str(index)]
-
-        self.ui.comboGrade.clear()
-        strItems = []
-        for val in items:
-            strItems.append(str(val))
-            
-        self.ui.comboGrade.addItems(strItems)
-        
-        
-    def check_range(self, widget,lblwidget, minVal, maxVal):
-        
-        '''(QlineEdit,QLable,Number,Number)---> NoneType
-        Validating F_u(ultimate Strength) and F_y (Yeild Strength) textfields
-        '''
-        textStr = widget.text()
-        val = int(textStr) 
-        if( val < minVal or val > maxVal):
-            QtGui.QMessageBox.about(self,'Error','Please Enter a value between %s-%s' %(minVal, maxVal))
-            widget.clear()
-            widget.setFocus()
-            palette = QtGui.QPalette()
-            palette.setColor(QtGui.QPalette.Foreground,QtCore.Qt.red)
-            lblwidget.setPalette(palette)
-        else:
-            palette = QtGui.QPalette()
-            lblwidget.setPalette(palette)
-            
-    def display_output(self, resultObj):
-        
-        '''(dictionary) --> NoneType
-        
-        Setting design result values to the respective textboxes in the output window
-        
-        '''
-        # resultObj['Bolt']
-        shear_capacity = resultObj['Bolt']['shearcapacity']
-        self.ui.txtShrCapacity.setText(str(shear_capacity))
-        
-        bearing_capacity = resultObj['Bolt']['bearingcapacity']
-        self.ui.txtbearCapacity.setText(str(bearing_capacity))
-        
-        bolt_capacity = resultObj['Bolt']['boltcapacity']
-        self.ui.txtBoltCapacity.setText(str(bolt_capacity))
-        
-        no_ofbolts = resultObj['Bolt']['numofbolts']
-        self.ui.txtNoBolts.setText(str(no_ofbolts))
-        #newly added field
-        boltGrp_capacity = resultObj['Bolt']['boltgrpcapacity']
-        self.ui.txtboltgrpcapacity.setText(str(boltGrp_capacity))
-        
-        no_ofrows = resultObj['Bolt']['numofrow']
-        self.ui.txt_row.setText(str(no_ofrows))
-        
-        no_ofcol = resultObj['Bolt']['numofcol']
-        self.ui.txt_col.setText(str(no_ofcol))
-        
-        pitch_dist = resultObj['Bolt']['pitch']
-        self.ui.txtPitch.setText(str(pitch_dist))
-        
-        gauge_dist = resultObj['Bolt']['gauge']
-        self.ui.txtGuage.setText(str(gauge_dist))
-        
-        end_dist = resultObj['Bolt']['enddist']
-        self.ui.txtEndDist.setText(str(end_dist))
-        
-        edge_dist = resultObj['Bolt']['edge']
-        self.ui.txtEdgeDist.setText(str(edge_dist))
-        
-        # resultObj['Weld']
-        # weld_thickness = resultObj['Weld']['thickness']
-        # self.ui.txtWeldThick.setText(str(weld_thickness))
-        
-        resultant_shear = resultObj['Weld']['resultantshear']
-        self.ui.txtResltShr.setText(str(resultant_shear))
-        
-        weld_strength = resultObj['Weld']['weldstrength']
-        self.ui.txtWeldStrng.setText(str(weld_strength))
-         
-        
-        # Newly included fields
-        plate_ht = resultObj['Plate']['height'] 
-        self.ui.txtplate_ht.setText(str(plate_ht))
-        
-        plate_width = resultObj['Plate']['width'] 
-        self.ui.txtplate_width.setText(str(plate_width))
-        
-        moment_demand = resultObj['Plate']['externalmoment']
-        self.ui.txtExtMomnt.setText(str(moment_demand))
-        
-        moment_capacity =  resultObj['Plate']['momentcapacity']
-        self.ui.txtMomntCapacity.setText(str(moment_capacity))
-        
-   
-    def displaylog_totextedit(self):
-        '''
-        This method displaying Design messages(log messages)to textedit widget.
-        '''
-       
-        afile = QtCore.QFile('fin.log')
-        
-        if not afile.open(QtCore.QIODevice.ReadOnly):
-            QtGui.QMessageBox.information(None, 'info', afile.errorString())
-        
-        stream = QtCore.QTextStream(afile)
-        self.ui.textEdit.setHtml(stream.readAll())
-        
-    def get_backend(self):
-        """
-        loads a backend
-        backends are loaded in order of preference
-        since python comes with Tk included, but that PySide or PyQt4
-        is much preferred
-        """
-        try:
-            from PySide import QtCore, QtGui
-            return 'pyside'
-        except:
-            pass
-        try:
-            from PyQt4 import QtCore, QtGui
-            return 'pyqt4'
-        except:
-            pass
-        # Check wxPython
-        try:
-            import wx
-            return 'wx'
-        except:
-            raise ImportError("No compliant GUI library found. You must have either PySide, PyQt4 or wxPython installed.")
-            sys.exit(1)
-        
-    # QtViewer
-    def init_display(self,backend_str=None, size=(1024, 768)):
-        
-        global display, start_display, app, _, USED_BACKEND
-    
-        if not backend_str:
-            USED_BACKEND = self.get_backend()
-        elif backend_str in [ 'pyside', 'pyqt4']:
-            USED_BACKEND = backend_str
-        else:
-            raise ValueError("You should pass either 'qt' or 'tkinter' to the init_display function.")
-            sys.exit(1)
-    
-        # Qt based simple GUI
-        if USED_BACKEND in ['pyqt4', 'pyside']:
-            if USED_BACKEND == 'pyqt4':
-                from PyQt4 import QtCore, QtGui, QtOpenGL
-                from OCC.Display.pyqt4Display import qtViewer3d
-            elif USED_BACKEND == 'pyside':
-                from PySide import QtCore, QtGui, QtOpenGL
-                from OCC.Display.pysideDisplay import qtViewer3d
-    
-        self.ui.modelTab = qtViewer3d(self)
-        #self.ui.model2dTab = qtViewer3d(self)
-        self.setWindowTitle("Osdag-%s 3d viewer ('%s' backend)" % (VERSION, USED_BACKEND))
-        self.ui.mytabWidget.resize(size[0], size[1])
-        self.ui.mytabWidget.addTab(self.ui.modelTab,"3D")
-        #self.ui.mytabWidget.addTab(self.ui.model2dTab, "2D")
-        
-        #self.ui.mytabWidget.setCentralWidget(self.ui.modelTab)
-        #self.ui.mytabWidget.centerOnScreen()
-        
-        self.ui.modelTab.InitDriver()
-        display = self.ui.modelTab._display
-        #display_2d = self.ui.model2dTab._display
-        
-        # background gradient
-        display.set_bg_gradient_color(23,1,32,23,1,32)
-        #display_2d.set_bg_gradient_color(255,255,255,255,255,255)
-        # display black trihedron
-        display.display_trihedron()
-        display.View.SetProj(1, 1, 1)
-        def centerOnScreen(self):
-                    '''Centers the window on the screen.'''
-                    resolution = QtGui.QDesktopWidget().screenGeometry()
-                    self.move((resolution.width() / 2) - (self.frameSize().width() / 2),
-                              (resolution.height() / 2) - (self.frameSize().height() / 2))
-        def start_display():
-            
-            self.ui.modelTab.raise_()  # make the application float to the top
-          
-        return display, start_display
-        
-    def display3Dmodel(self,cadlist,component):
-        
-        if component == "Column":
-            self.display.EraseAll()
-            osdagDisplayShape(self.display, cadlist[0], update=True)
-        elif component == "Beam":
-            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 = 'blue', update = True)
-            self.display.DisplayShape(cadlist[4],color = Quantity_NOC_SADDLEBROWN, update=True)
-            self.display.DisplayShape(cadlist[5],color = Quantity_NOC_SADDLEBROWN, update = True)
-        elif  component == "Model":
-            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],color = Quantity_NOC_SADDLEBROWN, update=True)
-            self.display.DisplayShape(cadlist[6],color = Quantity_NOC_SADDLEBROWN, update = True)
-        else:
-            pass
-             
-        start_display()
-        
-    
-    def create3DColWebBeamWeb(self):
-        '''
-        creating 3d cad model with column web beam web
-        '''
-        
-        column = ISection(B = 83, T = 14.1, D = 250, t = 11, R1 = 12, R2 = 3.2, alpha = 98, length = 1000)
-        beam = ISection(B = 140, T = 16,D = 400,t = 8.9, R1 = 14, R2 = 7, alpha = 98,length = 500)
-        Fweld1 = FilletWeld(L= 300,b = 6, h = 6)
-        #Fweld1 = Weld(L= 300,W = beam.t, T = 8)
-        
-        plate = Plate(L= 300,W =100, T = 10)
-        boltRadius = 10
-        nutRadius = 10
-
-        colwebconn =  ColWebBeamWeb(column,beam,Fweld1,plate,boltRadius,nutRadius)
-        return colwebconn.create_3dmodel()
-        
-    def createColFlangeBeamWeb(self):
-        '''
-        Creating 3d cad model with column flange beam web connection
-        '''
-        column = ISection(B = 83, T = 14.1, D = 250, t = 11, R1 = 12, R2 = 3.2, alpha = 98, length = 1000)
-        beam = ISection(B = 140, T = 16,D = 400,t = 8.9, R1 = 14, R2 = 7, alpha = 98,length = 500)
-        weld = Weld(L= 300,b = 6.0, T = 8)
-        plate = Plate(L= weld.L,W =100, T = 10)
-        boltRadius = 10
-        nutRadius = 10
-        
-        colflangeconn =  ColFlangeBeamWeb(column,beam,weld,plate,boltRadius,nutRadius)
-        return colflangeconn.create_3dmodel()
-     
-    def call_3DModel(self):
-        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":
-            memberlist =  self.create3DColWebBeamWeb()
-        else:
-            self.ui.mytabWidget.setCurrentIndex(0)
-            memberlist =  self.createColFlangeBeamWeb()
-            
-        #memberlist = self.create_3dmodel()
-        #self.ui.btn3D.setStyleSheet("background-color: red")
-        self.display3Dmodel(memberlist, "Model")
-        
-    
-    def call_3DBeam(self):
-        '''
-        Creating and displaying 3D Beam
-        '''
-        memberlist = self.create3DColWebBeamWeb()
-        
-        if self.ui.chkBxBeam.isChecked():
-            self.ui.chkBxCol.setChecked(QtCore.Qt.Unchecked)
-            self.ui.chkBxFinplate.setChecked(QtCore.Qt.Unchecked)
-            self.ui.mytabWidget.setCurrentIndex(0)
-            self.display3Dmodel(memberlist, "Beam")
-            #self.ui.chkBxBeam.setChecked(QtCore.Qt.Unchecked)
-            
-    def call_3DColumn(self):
-        memberlist = self.create3DColWebBeamWeb()
-        if self.ui.chkBxCol.isChecked():
-            self.ui.chkBxBeam.setChecked(QtCore.Qt.Unchecked)
-            self.ui.chkBxFinplate.setChecked(QtCore.Qt.Unchecked)
-            self.ui.mytabWidget.setCurrentIndex(0)
-            self.display3Dmodel(memberlist, "Column")
-            #self.ui.chkBxBeam.setChecked(QtCore.Qt.Unchecked
-            
-    def call_3DFinplate(self):
-        memberlist = self.create3DColWebBeamWeb()
-        if self.ui.chkBxFinplate.isChecked():
-            self.ui.chkBxBeam.setChecked(QtCore.Qt.Unchecked)
-            self.ui.chkBxCol.setChecked(QtCore.Qt.Unchecked)
-            self.ui.mytabWidget.setCurrentIndex(0)
-            self.display3Dmodel(memberlist, "Finplate")
-            #self.ui.chkBxBeam.setChecked(QtCore.Qt.Unchecked
-    
-    def design_btnclicked(self):
-        
-        # Getting User Inputs.
-        uiObj = self.getuser_inputs()
-        print uiObj
-        
-        # FinPlate Design Calculations. 
-        resultObj = finConn(uiObj)
-        
-        # Displaying Design Calculations To Output Window
-        self.display_output(resultObj)
-        
-        # Displaying Messages related to FinPlate Design.
-        self.ui.textEdit.clear()
-        self.displaylog_totextedit()
-        
-        
-    def close_event(self, event):
-        '''
-        Closing finPlate window.
-        '''
-        uiInput = self.getuser_inputs()
-        self.save_inputs(uiInput)
-        reply = QtGui.QMessageBox.question(self, 'Message',
-            "Are you sure to quit?", QtGui.QMessageBox.Yes, QtGui.QMessageBox.No)
-
-        if reply == QtGui.QMessageBox.Yes:
-            event.accept()
-        else:
-            event.ignore() 
-
-
-    def create2Dcad(self):
-      
-                
-    
-        # ISection COLUMN
-        origin1 = numpy.array([0, 0, 0])
-        uDir1 = numpy.array([1.0, 0, 0])
-        wDir1 = numpy.array([0.0, 0, 1.0])
-        t = 8.9
-        weldThick = 8
-        iSection1 = ISection(B = 83, T = 14.1, D = 250, t = 11, R1 = 12, R2 = 3.2, alpha = 98, length = 1000)
-        iSection1.place(origin1, uDir1, wDir1)
-        
-        # ISection BEAM
-        uDir2 = numpy.array([0, 1.0, 0])
-        wDir2 = numpy.array([1.0, 0, 0.0])
-        d = t/2.0 + weldThick
-        origin2 = numpy.array([0, 0, 500]) + (d+7.55) * wDir2 
-        iSection2 = ISection(B = 140, T = 16,D = 400,t = 8.9, R1 = 14, R2 = 7, alpha = 98,length = 400)
-        iSection2.place(origin2, uDir2, wDir2)
-        
-        # WELD
-        weld = Weld(L= 300,W =iSection2.t, T = 8)
-        #plateThickness = 10
-        uDir3 = numpy.array([0, 1.0, 0])
-        wDir3 = numpy.array([1.0, 0, 0.0])
-        origin3 = (iSection1.secOrigin + 
-                   iSection1.t/2.0 * iSection1.uDir + 
-                   iSection1.length/2.0 * iSection1.wDir +
-                   iSection2.t/2.0 * (-iSection2.uDir)+
-                   weld.W/2.0 * (-iSection2.uDir))
-        #origin3 = numpy.array([0, 0, 500]) + t/2.0 *wDir3 + plateThickness/2.0 * (-iSection2.uDir)
-        weld.place(origin3, uDir3, wDir3)
-        
-        # PLATE
-        plate = Plate(L= weld.L,W =100, T = 10)
-        uDir4 = numpy.array([0, 1.0, 0])
-        wDir4 = numpy.array([1.0, 0, 0.0])
-        origin4 = weld.secOrigin + weld.T * weld.wDir
-        plate.place(origin4, uDir4, wDir4)
-        
-        # BOLT BODY
-        bolt_T = 6.0
-        origin51 = (plate.secOrigin + (-
-                    plate.T/2.0 - bolt_T) * plate.uDir +
-                    plate.W/2.0 * plate.wDir)
-        
-        uDir5 = plate.wDir
-        wDir5 = plate.uDir
-        ## Bolt1
-        bolt1 = Bolt(R = 10.0,T = bolt_T, H = 30.0, r = 4.0 )
-        bolt1.place(origin51, uDir5, wDir5)
-        
-        ## Bolt2
-        bolt2 = Bolt(R = 10.0,T = bolt_T, H = 30.0, r = 4.0 )
-        origin52 = origin51 + 50 *plate.vDir
-        bolt2.place(origin52, uDir5, wDir5)
-        
-        ## Bolt3
-        bolt3 = Bolt(R = 10.0,T = bolt_T, H = 30.0, r = 4.0 )
-        origin53 = origin51 - 50*plate.vDir
-        bolt3.place(origin53, uDir5, wDir5)
-        bolt_list =[bolt1,bolt2,bolt3]
-        
-        # NUTBODY
-        ## Nut1
-        nut1 = Nut(R = 10.0,T = 10.0,  H = 6.1, innerR1 = 6.0, outerR2 = 8.3)
-        uDir = uDir5
-        wDir = wDir5
-        nut_Origin1 = origin51 + (bolt1.T/2 * plate.uDir)+(plate.T *plate.uDir)+ (iSection2.T/2 * plate.uDir)
-        nut1.place(nut_Origin1, uDir, wDir)
-        
-        ## Nut2
-        nut2 = Nut(R = 10.0,T = 10.0,  H = 6.1, innerR1 = 6.0, outerR2 = 8.3)
-        nut_Origin2 = origin52 + (bolt1.T/2 * plate.uDir)+(plate.T *plate.uDir)+ (iSection2.T/2 * plate.uDir)
-        nut2.place(nut_Origin2, uDir, wDir)
-        
-        ## Nut3
-        nut3 =Nut(R = 10.0,T = 10.0,  H = 6.1, innerR1 = 6.0, outerR2 = 8.3)
-        nut_Origin3 = origin53 + (bolt1.T/2 * plate.uDir)+(plate.T *plate.uDir)+ (iSection2.T/2 * plate.uDir)
-        nut3.place(nut_Origin3, uDir5, wDir5)
-        nut_list = [nut1,nut2,nut3]
-        
-        # Call for createModel
-        iSectionModel1 = iSection1.createModel()
-        iSectionModel2 = iSection2.createModel()
-        weldModel = weld.createModel()
-        plateModel = plate.createModel()
-        boltModels = []
-        for bolt in bolt_list:
-            
-            boltModels.append(bolt.createModel())
-        
-        #color = Quantity_NOC_SADDLEBROWN,
-        nutModels = []
-        for nut in nut_list:
-            nutModels.append(nut.createModel())
-                    
-        isection = BRepAlgoAPI_Fuse(iSectionModel1,iSectionModel2).Shape()
-        weld_isection = BRepAlgoAPI_Fuse(isection,weldModel).Shape()
-        plate_weld = BRepAlgoAPI_Fuse(weld_isection,plateModel).Shape()
-        
-        plate_weld_bolt = plate_weld
-        for bolt in boltModels:
-            plate_weld_bolt = BRepAlgoAPI_Fuse(plate_weld_bolt, bolt).Shape()
-            
-        
-        final_model = plate_weld_bolt
-        for nt in nutModels:
-            final_model = BRepAlgoAPI_Fuse(final_model,nt).Shape()
-        return final_model
-    
-    # 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')
-    
-    def display2DModel(self, final_model, viewName):
-        
-        #display, start_display, _, _ = self.simpleGUI()        
-
-        self.display.set_bg_gradient_color(255, 255, 255, 255, 255, 255)
-        # Get Context
-        ais_context = self.display.GetContext().GetObject()
-
-        # Get Prs3d_drawer from previous context
-        drawer_handle = ais_context.DefaultDrawer()
-        drawer = drawer_handle.GetObject()
-        drawer.EnableDrawHiddenLine()
-        
-        hla = drawer.HiddenLineAspect().GetObject()
-        hla.SetWidth(2)
-        hla.SetColor(Quantity_NOC_RED)
-        
-        # increase line width in the current viewer
-        # This is only viewed in the HLR mode (hit 'e' key for instance)
-        
-        line_aspect = drawer.SeenLineAspect().GetObject()
-        line_aspect.SetWidth(2.8)
-        line_aspect.SetColor(Quantity_NOC_BLUE1)
-        
-        self.display.DisplayShape(final_model, update = True)
-        
-        self.display.SetModeHLR()
-        self.display.FitAll()
-        
-        if (viewName == "Front"):
-            display.View_Front()
-        elif (viewName == "Top"):
-            display.View_Top()
-        elif (viewName == "Right"):
-            display.View_Right()
-        else:
-            pass
-            
-        start_display()
-
-    def call_Frontview(self):
-        
-        '''Displays front view of 2Dmodel
-        '''
-        self.ui.mytabWidget.setCurrentIndex(1)
-        final_model = self.create2Dcad()
-        self.display2DModel(final_model, "Front")
-    
-    def call_Topview(self):
-        
-        '''Displays Top view of 2Dmodel
-        '''
-        final_model = self.create2Dcad()
-        self.display2DModel(final_model, "Top")
-        
-    def call_Sideview(self):
-        
-        '''Displays Side view of the 2Dmodel'
-        '''
-        final_model = self.create2Dcad()
-        self.display2DModel(final_model, "Right")
-                        
-def set_osdaglogger():
-    
-    logger = logging.getLogger("osdag")
-    logger.setLevel(logging.DEBUG)
- 
-    # create the logging file handler
-    fh = logging.FileHandler("fin.log", mode="a")
-    
-    #,datefmt='%a, %d %b %Y %H:%M:%S'
-    #formatter = logging.Formatter('%(asctime)s - %(name)s - %(levelname)s - %(message)s')
-    
-    formatter = logging.Formatter('''
-    <div  class="LOG %(levelname)s">
-        <span class="DATE">%(asctime)s</span>
-        <span class="LEVEL">%(levelname)s</span>
-        <span class="MSG">%(message)s</span>
-    </div>''')
-    formatter.datefmt = '%a, %d %b %Y %H:%M:%S'
-    fh.setFormatter(formatter)
- 
-    # add handler to logger object
-    logger.addHandler(fh)
-    
-
-if __name__ == '__main__':
-    
-    # linking css to log file to display colour logs.
-    set_osdaglogger()
-    rawLogger = logging.getLogger("raw")
-    rawLogger.setLevel(logging.INFO)
-    fh = logging.FileHandler("fin.log", mode="w")
-    formatter = logging.Formatter('''%(message)s''')
-    fh.setFormatter(formatter)
-    rawLogger.addHandler(fh)
-    rawLogger.info('''<link rel="stylesheet" type="text/css" href="log.css"/>''')
-    
-    
-    
-    app = QtGui.QApplication(sys.argv)
-    window = MainController()
-    window.show()
-    sys.exit(app.exec_())
-
-
-
-
-
diff --git a/Connections/Shear/Finplate/fin.log b/Connections/Shear/Finplate/fin.log
index 9b5e7d3..2cfbd93 100644
--- a/Connections/Shear/Finplate/fin.log
+++ b/Connections/Shear/Finplate/fin.log
@@ -8237,3 +8237,661 @@
         <span class="LEVEL">DEBUG</span>
         <span class="MSG"> :=========End Of design===========</span>
     </div>
+
+    <div  class="LOG INFO">
+        <span class="DATE">Thu, 16 Jul 2015 17:07:11</span>
+        <span class="LEVEL">INFO</span>
+        <span class="MSG">: Overall finplate connection design is safe 
+</span>
+    </div>
+
+    <div  class="LOG DEBUG">
+        <span class="DATE">Thu, 16 Jul 2015 17:07:11</span>
+        <span class="LEVEL">DEBUG</span>
+        <span class="MSG"> :=========End Of design===========</span>
+    </div>
+
+    <div  class="LOG INFO">
+        <span class="DATE">Thu, 16 Jul 2015 17:07:11</span>
+        <span class="LEVEL">INFO</span>
+        <span class="MSG">: Overall finplate connection design is safe 
+</span>
+    </div>
+
+    <div  class="LOG DEBUG">
+        <span class="DATE">Thu, 16 Jul 2015 17:07:11</span>
+        <span class="LEVEL">DEBUG</span>
+        <span class="MSG"> :=========End Of design===========</span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:07:24</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Weld thickness is not sufficient</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:07:24</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Minimum weld thickness is required is 6.00 mm </span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:07:24</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Design is not safe 
+ </span>
+    </div>
+
+    <div  class="LOG DEBUG">
+        <span class="DATE">Thu, 16 Jul 2015 17:07:24</span>
+        <span class="LEVEL">DEBUG</span>
+        <span class="MSG"> :=========End Of design===========</span>
+    </div>
+
+    <div  class="LOG INFO">
+        <span class="DATE">Thu, 16 Jul 2015 17:07:30</span>
+        <span class="LEVEL">INFO</span>
+        <span class="MSG">: Overall finplate connection design is safe 
+</span>
+    </div>
+
+    <div  class="LOG DEBUG">
+        <span class="DATE">Thu, 16 Jul 2015 17:07:30</span>
+        <span class="LEVEL">DEBUG</span>
+        <span class="MSG"> :=========End Of design===========</span>
+    </div>
+
+    <div  class="LOG INFO">
+        <span class="DATE">Thu, 16 Jul 2015 17:07:30</span>
+        <span class="LEVEL">INFO</span>
+        <span class="MSG">: Overall finplate connection design is safe 
+</span>
+    </div>
+
+    <div  class="LOG DEBUG">
+        <span class="DATE">Thu, 16 Jul 2015 17:07:30</span>
+        <span class="LEVEL">DEBUG</span>
+        <span class="MSG"> :=========End Of design===========</span>
+    </div>
+
+    <div  class="LOG INFO">
+        <span class="DATE">Thu, 16 Jul 2015 17:07:46</span>
+        <span class="LEVEL">INFO</span>
+        <span class="MSG">: Overall finplate connection design is safe 
+</span>
+    </div>
+
+    <div  class="LOG DEBUG">
+        <span class="DATE">Thu, 16 Jul 2015 17:07:46</span>
+        <span class="LEVEL">DEBUG</span>
+        <span class="MSG"> :=========End Of design===========</span>
+    </div>
+
+    <div  class="LOG INFO">
+        <span class="DATE">Thu, 16 Jul 2015 17:07:47</span>
+        <span class="LEVEL">INFO</span>
+        <span class="MSG">: Overall finplate connection design is safe 
+</span>
+    </div>
+
+    <div  class="LOG DEBUG">
+        <span class="DATE">Thu, 16 Jul 2015 17:07:47</span>
+        <span class="LEVEL">DEBUG</span>
+        <span class="MSG"> :=========End Of design===========</span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:08:04</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Weld thickness is not sufficient</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:08:04</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Minimum weld thickness is required is 5.00 mm </span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:08:04</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Design is not safe 
+ </span>
+    </div>
+
+    <div  class="LOG DEBUG">
+        <span class="DATE">Thu, 16 Jul 2015 17:08:04</span>
+        <span class="LEVEL">DEBUG</span>
+        <span class="MSG"> :=========End Of design===========</span>
+    </div>
+
+    <div  class="LOG INFO">
+        <span class="DATE">Thu, 16 Jul 2015 17:08:12</span>
+        <span class="LEVEL">INFO</span>
+        <span class="MSG">: Overall finplate connection design is safe 
+</span>
+    </div>
+
+    <div  class="LOG DEBUG">
+        <span class="DATE">Thu, 16 Jul 2015 17:08:12</span>
+        <span class="LEVEL">DEBUG</span>
+        <span class="MSG"> :=========End Of design===========</span>
+    </div>
+
+    <div  class="LOG INFO">
+        <span class="DATE">Thu, 16 Jul 2015 17:08:12</span>
+        <span class="LEVEL">INFO</span>
+        <span class="MSG">: Overall finplate connection design is safe 
+</span>
+    </div>
+
+    <div  class="LOG DEBUG">
+        <span class="DATE">Thu, 16 Jul 2015 17:08:12</span>
+        <span class="LEVEL">DEBUG</span>
+        <span class="MSG"> :=========End Of design===========</span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:45</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Height of plate is more than the clear depth of the beam</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:45</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Maximum plate height allowed is 46.00 mm </span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:45</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Bolt strength is insufficient to carry the shear force</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:45</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Increase bolt diameter and/or bolt grade</span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:45</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Plate width provided is less than the minimum required</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:45</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Minimum plate width required is 150.00 mm </span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:45</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Weld thickness is not sufficient</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:45</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Minimum weld thickness is required is 15.00 mm </span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:45</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Design is not safe 
+ </span>
+    </div>
+
+    <div  class="LOG DEBUG">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:45</span>
+        <span class="LEVEL">DEBUG</span>
+        <span class="MSG"> :=========End Of design===========</span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:53</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Height of plate is more than the clear depth of the beam</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:53</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Maximum plate height allowed is 46.00 mm </span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:53</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Bolt strength is insufficient to carry the shear force</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:53</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Increase bolt diameter and/or bolt grade</span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:53</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Plate width provided is less than the minimum required</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:53</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Minimum plate width required is 150.00 mm </span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:53</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Weld thickness is not sufficient</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:53</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Minimum weld thickness is required is 15.00 mm </span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:53</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Design is not safe 
+ </span>
+    </div>
+
+    <div  class="LOG DEBUG">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:53</span>
+        <span class="LEVEL">DEBUG</span>
+        <span class="MSG"> :=========End Of design===========</span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:57</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Height of plate is more than the clear depth of the beam</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:57</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Maximum plate height allowed is 46.00 mm </span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:57</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Bolt strength is insufficient to carry the shear force</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:57</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Increase bolt diameter and/or bolt grade</span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:57</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Plate width provided is less than the minimum required</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:57</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Minimum plate width required is 150.00 mm </span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:57</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Weld thickness is not sufficient</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:57</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Minimum weld thickness is required is 15.00 mm </span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:57</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Design is not safe 
+ </span>
+    </div>
+
+    <div  class="LOG DEBUG">
+        <span class="DATE">Thu, 16 Jul 2015 17:09:57</span>
+        <span class="LEVEL">DEBUG</span>
+        <span class="MSG"> :=========End Of design===========</span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:10</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Height of plate is more than the clear depth of the beam</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:10</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Maximum plate height allowed is 46.00 mm </span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:10</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Bolt strength is insufficient to carry the shear force</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:10</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Increase bolt diameter and/or bolt grade</span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:10</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Plate width provided is less than the minimum required</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:10</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Minimum plate width required is 150.00 mm </span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:10</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Weld thickness is not sufficient</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:10</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Minimum weld thickness is required is 12.00 mm </span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:10</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Design is not safe 
+ </span>
+    </div>
+
+    <div  class="LOG DEBUG">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:10</span>
+        <span class="LEVEL">DEBUG</span>
+        <span class="MSG"> :=========End Of design===========</span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:20</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Height of plate is more than the clear depth of the beam</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:20</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Maximum plate height allowed is 46.00 mm </span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:20</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Bolt strength is insufficient to carry the shear force</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:20</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Increase bolt diameter and/or bolt grade</span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:20</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Plate width provided is less than the minimum required</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:20</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Minimum plate width required is 150.00 mm </span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:20</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Weld thickness is not sufficient</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:20</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Minimum weld thickness is required is 25.00 mm </span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:20</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Design is not safe 
+ </span>
+    </div>
+
+    <div  class="LOG DEBUG">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:20</span>
+        <span class="LEVEL">DEBUG</span>
+        <span class="MSG"> :=========End Of design===========</span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:38</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Height of plate is more than the clear depth of the beam</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:38</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Maximum plate height allowed is 46.00 mm </span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:38</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Bolt strength is insufficient to carry the shear force</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:38</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Increase bolt diameter and/or bolt grade</span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:38</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Plate width provided is less than the minimum required</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:38</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Minimum plate width required is 150.00 mm </span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:38</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Weld thickness is not sufficient</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:38</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Minimum weld thickness is required is 25.00 mm </span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:38</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Design is not safe 
+ </span>
+    </div>
+
+    <div  class="LOG DEBUG">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:38</span>
+        <span class="LEVEL">DEBUG</span>
+        <span class="MSG"> :=========End Of design===========</span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:49</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Height of plate is more than the clear depth of the beam</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:49</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Maximum plate height allowed is 94.00 mm </span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:49</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Bolt strength is insufficient to carry the shear force</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:49</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Increase bolt diameter and/or bolt grade</span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:49</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Plate width provided is less than the minimum required</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:49</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Minimum plate width required is 150.00 mm </span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:49</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Weld thickness is not sufficient</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:49</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Minimum weld thickness is required is 6.00 mm </span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:49</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Design is not safe 
+ </span>
+    </div>
+
+    <div  class="LOG DEBUG">
+        <span class="DATE">Thu, 16 Jul 2015 17:10:49</span>
+        <span class="LEVEL">DEBUG</span>
+        <span class="MSG"> :=========End Of design===========</span>
+    </div>
+
+    <div  class="LOG INFO">
+        <span class="DATE">Thu, 16 Jul 2015 17:11:13</span>
+        <span class="LEVEL">INFO</span>
+        <span class="MSG">: Overall finplate connection design is safe 
+</span>
+    </div>
+
+    <div  class="LOG DEBUG">
+        <span class="DATE">Thu, 16 Jul 2015 17:11:13</span>
+        <span class="LEVEL">DEBUG</span>
+        <span class="MSG"> :=========End Of design===========</span>
+    </div>
+
+    <div  class="LOG INFO">
+        <span class="DATE">Thu, 16 Jul 2015 17:11:13</span>
+        <span class="LEVEL">INFO</span>
+        <span class="MSG">: Overall finplate connection design is safe 
+</span>
+    </div>
+
+    <div  class="LOG DEBUG">
+        <span class="DATE">Thu, 16 Jul 2015 17:11:13</span>
+        <span class="LEVEL">DEBUG</span>
+        <span class="MSG"> :=========End Of design===========</span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:11:27</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Weld thickness is not sufficient</span>
+    </div>
+
+    <div  class="LOG WARNING">
+        <span class="DATE">Thu, 16 Jul 2015 17:11:27</span>
+        <span class="LEVEL">WARNING</span>
+        <span class="MSG">: Minimum weld thickness is required is 6.00 mm </span>
+    </div>
+
+    <div  class="LOG ERROR">
+        <span class="DATE">Thu, 16 Jul 2015 17:11:27</span>
+        <span class="LEVEL">ERROR</span>
+        <span class="MSG">: Design is not safe 
+ </span>
+    </div>
+
+    <div  class="LOG DEBUG">
+        <span class="DATE">Thu, 16 Jul 2015 17:11:27</span>
+        <span class="LEVEL">DEBUG</span>
+        <span class="MSG"> :=========End Of design===========</span>
+    </div>
+
+    <div  class="LOG INFO">
+        <span class="DATE">Thu, 16 Jul 2015 17:11:31</span>
+        <span class="LEVEL">INFO</span>
+        <span class="MSG">: Overall finplate connection design is safe 
+</span>
+    </div>
+
+    <div  class="LOG DEBUG">
+        <span class="DATE">Thu, 16 Jul 2015 17:11:31</span>
+        <span class="LEVEL">DEBUG</span>
+        <span class="MSG"> :=========End Of design===========</span>
+    </div>
+
+    <div  class="LOG INFO">
+        <span class="DATE">Thu, 16 Jul 2015 17:11:31</span>
+        <span class="LEVEL">INFO</span>
+        <span class="MSG">: Overall finplate connection design is safe 
+</span>
+    </div>
+
+    <div  class="LOG DEBUG">
+        <span class="DATE">Thu, 16 Jul 2015 17:11:31</span>
+        <span class="LEVEL">DEBUG</span>
+        <span class="MSG"> :=========End Of design===========</span>
+    </div>
diff --git a/Connections/Shear/Finplate/finPlateCalc1.py b/Connections/Shear/Finplate/finPlateCalc1.py
deleted file mode 100644
index 34efdb4..0000000
--- a/Connections/Shear/Finplate/finPlateCalc1.py
+++ /dev/null
@@ -1,466 +0,0 @@
-'''
-Created on 25-May-2015
-
-@author: subhrajit
-'''
-''' 
-Example 5.18 Page 412 N. Subramanium
-Design of steel structures
-Design of fin-plate:
-Design a web side plate connection (welded to the column and site bolted to the beam) for ISMB 400 in Fe 410 grade steel and to carry a reaction of 140 kN due
-to factored loads. The connection is to the flange of an ISSC 200 column.
-
-'''
-import cmath;
-import math
-import sys;
-
-from model import *
-from PyQt4.Qt import QString
-import logging
-flag  = 1
-logger = None
-
-def module_setup():
-    
-    global logger
-    logger = logging.getLogger("osdag.finPlateCalc")
-
-module_setup()
-# def set_designlogger():
-#         global logger
-#         logger = logging.getLogger("Designlogger")
-#         logger.setLevel(logging.DEBUG)
-#      
-#         # create the logging file handler
-#         fh = logging.FileHandler("fin.log", mode="w")
-#         
-#         #,datefmt='%a, %d %b %Y %H:%M:%S'
-#         #formatter = logging.Formatter('%(asctime)s - %(name)s - %(levelname)s - %(message)s')
-#         
-#         formatter = logging.Formatter('''
-#         <div  class="LOG %(levelname)s">
-#             <span class="DATE">%(asctime)s</span>
-#             <span class="LEVEL">%(levelname)s</span>
-#             <span class="MSG">%(message)s</span>
-#         </div>''')
-#         formatter.datefmt = '%a, %d %b %Y %H:%M:%S'
-#         fh.setFormatter(formatter)
-#      
-#         # add handler to logger object
-#         logger.addHandler(fh)
-#         
-        
-
-
-
-#FUNCTION DEFINITIONS---------------
-#BOLT: determination of shear capacity = fu * n * A / (root(3) * Y)
-def bolt_shear(dia, n, fu):
-    A = cmath.pi * dia * dia * 0.25 * 0.78; #threaded area = 0.78 x shank area
-    root3 = cmath.sqrt(3);
-    Vs = fu * n * A / (root3 * 1.25 * 1000);
-    Vs = round(Vs.real,3);
-    return Vs
-    
-#BOLT: determination of bearing capacity = 2.5 * kb * d * t * fu / Y
-def bolt_bearing(dia, t, fu):
-    #add code to determine kb if pitch, gauge, edge distance known
-    kb = 0.5;            #assumption
-    Vb = 2.5 * kb * dia * t * fu / (1.25 * 1000);
-    Vb = round(Vb.real,3);
-    return Vb;
-
-# PLATE: minimum thickness of web plate for eccentricity
-def web_min_h(shear, fy, thk):
-    min_plate_ht = 5*shear*1000/(fy*thk);
-    return min_plate_ht;
-
-
-def finConn(uiObj):
-    global logger
-    beam_sec = uiObj['Member']['BeamSection']
-    column_sec = uiObj['Member']['ColumSection']
-    connectivity = uiObj['Member']['Connectivity']
-    beam_fu = uiObj['Member']['fu (MPa)']
-    beam_fy = uiObj['Member']['fy (MPa)']
-              
-    shear_load = uiObj['Load']['ShearForce (kN)']
-                  
-    bolt_dia = uiObj['Bolt']['Diameter (mm)']
-    bolt_type  = uiObj["Bolt"]["Type"]
-    bolt_grade = uiObj['Bolt']['Grade']
-              
-    web_plate_t = uiObj['Plate']['Thickness (mm)']
-    web_plate_w = uiObj['Plate']['Width (mm)']
-    web_plate_l = uiObj['Plate']['Height (mm)']
-    web_plate_fu = uiObj['Member']['fu (MPa)']
-    web_plate_fy = uiObj['Member']['fy (MPa)']
-              
-    weld_t = uiObj["Weld"]['Size (mm)']
-    weld_fu = 410
-
-    bolt_planes = 1 
-    dictbeamdata  = get_beamdata(beam_sec)
-    beam_w_t = float(dictbeamdata[QString("tw")])
-    beam_f_t = float(dictbeamdata[QString("T")])
-    beam_d = float(dictbeamdata[QString("D")])
-
-    
-    # ############### Need to discuss with sir ########################
-    # #Bolt grade chosen from drop down list
-    # 
-    # #Bolt dia chosen from list of standard sizes between 12 and 36
-    # 
-    # # web_plate_t lies between (5, 63)
-    # if web_plate_t < 5 | web_plate_t > 63:
-    #     sys.exit();
-    # 
-    # #weld_fu lies between (410, 610)
-    # if weld_fu <= 410 | weld_fu >= 610:
-    #     sys.exit();
-
-    ########################################################################
-    # INPUT FOR PLATE DIMENSIONS (FOR OPTIONAL INPUTS) AND VALIDATION
-    
-    # Plate thickness check
-    if web_plate_t < beam_w_t:
-        web_plate_t = beam_w_t
-        #logger.error("The length of the plate is more than the available depth of %2.2f mm " % (plate_len))
-        
-        logger.error(": Chosen web plate thickness is not sufficient" )
-        logger.warning(" : Minimum required thickness %2.2f mm" % (beam_w_t))
-    
-    # Plate height check
-    # Maximum/minimum plate height
-    max_plate_height = beam_d - 2 * beam_f_t - 40;
-    min_plate_height = web_min_h(shear_load,web_plate_fy,web_plate_t);
-    min_plate_height = int(min_plate_height) /10 * 10 +10;
-    min_plate_height = round(min_plate_height,3)
-    
-    # Height input and check
-             
-    if web_plate_l != 0:
-        if web_plate_l > max_plate_height :
-            logger.error(": Height of plate is more than the clear depth of the beam")
-            logger.warning(": Maximum plate height allowed is %2.2f mm " % (max_plate_height))
-            web_plate_l = max_plate_height ; 
-              
-        elif min_plate_height > max_plate_height:
-            logger.error(": Minimum required plate height is more than the clear depth of the beam")
-            logger.warning(": Plate height required should be more than  %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")
-            web_plate_l = max_plate_height;
-            
-        elif min_plate_height >= web_plate_l:
-            
-            logger.error(": Plate height provided is less than the minimum required ")
-            logger.warning(": Plate height required should be more than  %2.2f mm " % (min_plate_height))
-            
-            web_plate_l = min_plate_height 
-    else:
-        if min_plate_height < max_plate_height:
-            web_plate_l = min_plate_height +10
-        elif min_plate_height >= max_plate_height:
-            web_plate_l = (max_plate_height-10)//10*10 ;
-        
-    
-    ########################################################################
-    # Bolt design:
-    
-    # I: Check for number of bolts -------------------
-    bolt_fu = int(bolt_grade) * 100
-    bolt_fy = (bolt_grade - int(bolt_grade))*bolt_fu;
-    
-    t_thinner = min(beam_w_t.real,web_plate_t.real);
-    bolt_shear_capacity = bolt_shear(bolt_dia,bolt_planes,bolt_fu).real;
-    bolt_bearing_capacity = bolt_bearing(bolt_dia,t_thinner,beam_fu).real;
-    
-    bolt_capacity = min(bolt_shear_capacity, bolt_bearing_capacity);
-    
-    bolts_required = int(shear_load/bolt_capacity) + 1; 
-    if bolts_required <= 2:
-        bolts_required = 3;
-    
-    bolt_group_capacity = bolts_required * bolt_capacity;
-    
-    # Spacing of bolts for web plate -------------------
-    if bolt_dia == 12 or bolt_dia == 14:
-        dia_hole = bolt_dia + 1
-    elif bolt_dia == 16 or bolt_dia == 18 or bolt_dia == 20 or bolt_dia == 22 or bolt_dia == 24:
-        dia_hole = bolt_dia + 2
-    else:
-        dia_hole = bolt_dia + 3    
-
-    # Minimum/maximum pitch and gauge
-    min_pitch = int(2.5 * bolt_dia);
-    min_gauge = int(2.5 * bolt_dia);
-    
-    if min_pitch%10 != 0 or min_gauge%10 != 0:
-        min_pitch = (min_pitch/10)*10 + 10;
-        min_gauge = (min_gauge/10)*10 + 10;
-    else:
-        min_pitch = min_pitch;
-        min_gauge = min_gauge;
-                            #clause 10.2.2 is800
-    max_spacing = int(min(100 + 4 * t_thinner, 200));        #clause 10.2.3.3 is800
-    
-    min_edge_dist = int(1.5 * (dia_hole)) + 10;    # 10 mm added than min. value
-    if min_edge_dist%10 != 0:
-        min_edge_dist = (min_edge_dist/10)*10 + 10;
-    else:
-        min_edge_dist = min_edge_dist;
-        
-    max_edge_dist = int((12 * t_thinner * cmath.sqrt(250/beam_fy)).real)-1;
-
-    # Determine single or double line of bolts
-    
-    length_avail = (web_plate_l-2*min_edge_dist);
-    pitch = round(length_avail/(bolts_required-1),3);
-    
-    
-    
-    ## Calculation of moment demand
-    
-    M1 = bolt_shear_capacity * (20+min_edge_dist/2);
-    # Single line of bolts
-    if pitch >= min_pitch:
-        bolt_line =1;
-        gauge = 0;
-        bolts_one_line = bolts_required;
-        K = bolts_one_line / 2;
-        M2=0;
-        if bolts_required % 2 ==0 or bolts_required % 2 !=0:
-            for k in range (0,K):
-                M2 = M2 + 2*(bolt_shear_capacity * ((length_avail/2 - k * pitch)**2/(length_avail/2 - k * pitch)));
-            moment_demand = max(M1,M2);
-            moment_demand =  round(moment_demand * 0.001,3)
-    
-    # Multi-line of bolts
-    if pitch < min_pitch:
-        bolt_line = 2;
-        if bolts_required % 2 == 0:
-            bolts_one_line = bolts_required/2;
-        else:
-            bolts_one_line = (bolts_required/2) + 1;
-        
-        pitch = round(length_avail/(bolts_one_line-1),3); 
-        gauge = min_gauge;        
-        M1 = bolt_shear_capacity * (20+ min_edge_dist + gauge/2);
-        
-        if pitch >= min_pitch:
-            K = bolts_one_line / 2;
-            M2=0;
-            if bolts_required % 2 ==0 or bolts_required % 2 !=0:
-                for k in range (0,K):
-                    V = length_avail/2 - k * pitch
-                    H = gauge/2;
-                    d = math.sqrt(V**2 + H**2);
-                    M2 = M2 + 2*(bolt_shear_capacity * (d**2/d));
-                M2=M2*2;
-                moment_demand = max(M1,M2);
-                moment_demand =  round(moment_demand * 0.001,3)
-
-    # Needs discussion with Sir
-        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:
-    
-    # Width input (optional) and validation
-    if web_plate_w != 0:
-        if bolt_line == 1:
-                web_plate_w_req = 2 * min_edge_dist 
-                end_dist = web_plate_w/2
-        if bolt_line == 2:
-                web_plate_w_req = gauge + 2 * min_edge_dist 
-                end_dist = (web_plate_w - gauge)/2
-            
-    if web_plate_w == 0:   
-        if bolt_line == 1:
-            web_plate_w_req = 2 * min_edge_dist;
-            web_plate_w = web_plate_w_req
-            end_dist = web_plate_w /2
-        if bolt_line == 2:
-            web_plate_w_req = gauge + 2 * min_edge_dist;
-            web_plate_w = web_plate_w_req;
-            end_dist = (web_plate_w - gauge)/2
-
-            
-    # if web_plate_w < web_plate_w_req:
-    #     web_plate_w = web_plate_w_req;
-    
-    # Moment capacity of web plate
-    moment_capacity = 1.2 * (web_plate_fy/1.1) * (web_plate_t * web_plate_l * web_plate_l)/6 * 0.001;
-    moment_capacity = round(moment_capacity * 0.001,3);
-    
-    if moment_capacity > moment_demand:
-        pass
-    else:
-        logger.error(": Plate moment capacity is less than the moment demand")
-        
-        logger.warning(": Re-design with increased plate dimensions")
-        
-        
-    # Plate dimension optimisation 
-    
-    web_plate_l_req1 = math.sqrt((moment_demand*1000*6*1.1)/(1.2*beam_fy*web_plate_t));
-    # Single line of bolts
-    if bolt_line == 1:
-        web_plate_l_req2 = (bolts_required-1) * min_pitch + 2 * min_edge_dist;
-        if web_plate_l == 0 or web_plate_l == min_plate_height or web_plate_l == max_plate_height:
-            web_plate_l_req = max(web_plate_l_req1, web_plate_l_req2, web_plate_l);
-        else:
-            web_plate_l_req = max(web_plate_l_req1, web_plate_l_req2,min_plate_height);
-
-    # Multi line of bolts
-    if bolt_line == 2:
-        web_plate_l_req2 = (bolts_one_line-1) * min_pitch + 2 * min_edge_dist;
-    
-        if web_plate_l == 0 or web_plate_l == min_plate_height or web_plate_l == max_plate_height:
-            web_plate_l_req = max(web_plate_l_req1, web_plate_l_req2, web_plate_l);
-        elif web_plate_l > min_plate_height or web_plate_l < max_plate_height:
-            web_plate_l_req = max(web_plate_l_req1, web_plate_l_req2, min_plate_height);
-    
-    if web_plate_l != min_plate_height +10 or web_plate_l != (max_plate_height-10)//10*10 :
-        pass
-    else:
-        if web_plate_l < web_plate_l_req:
-            logger.error(": Plate height provided is less than the minimum required")
-            
-    if web_plate_w < web_plate_w_req: 
-           
-        logger.error(": Plate width provided is less than the minimum required")
-        logger.warning(": Minimum plate width required is %2.2f mm " %(web_plate_w_req))
-        
-    ##################################################################################
-    ## Weld design
-    # V: Weld shear strength -------------------
-    weld_l = web_plate_l - weld_t * 2;
-    
-    #direct shear
-    Vy1 = shear_load *1000 /float(2*weld_l);        
-    
-    #shear due to moment
-    xCritical = 0;                    #single line weld
-    yCritical = weld_l * 0.5;        #single line weld
-    
-    Ip = weld_l * weld_l * weld_l / 12;
-    
-    Vx = moment_demand * yCritical *1000000 / (2 * Ip);
-    Vy2 = moment_demand * xCritical * 1000000 / (2 * Ip);
-    
-    Vr = math.sqrt(Vx ** 2 + (Vy1 + Vy2) ** 2);
-    Vr = round(Vr,3);
-    
-    weld_strength = 0.7 * weld_t * weld_fu / (math.sqrt(3) * 1.25);
-    weld_strength = round(weld_strength,3);
-    
-    weld_t_req = (Vr * (math.sqrt(3) * 1.25))/(0.7 * weld_fu) ;
-    
-    if weld_t_req != int(weld_t_req):
-        weld_t_req = int(weld_t_req) + 1;
-    else:
-        weld_t_req = weld_t_req;
-    
-    if weld_t >= weld_t_req:
-        pass
-    else:
-        logger.error(": Weld thickness is not sufficient")
-        logger.warning(": Minimum weld thickness is required is %2.2f mm " % (weld_t_req))
-    
-    # End of calculation
-    outputObj = {}
-    outputObj['Bolt'] ={}
-    outputObj['Bolt']['status'] = True
-    outputObj['Bolt']['shearcapacity'] = bolt_shear_capacity
-    outputObj['Bolt']['bearingcapacity'] = bolt_bearing_capacity
-    outputObj['Bolt']['boltcapacity'] = bolt_capacity
-    outputObj['Bolt']['numofbolts'] = bolts_required
-    outputObj['Bolt']['boltgrpcapacity'] = bolt_group_capacity
-    outputObj['Bolt']['numofrow'] = bolts_one_line
-    outputObj['Bolt']['numofcol'] = bolt_line
-    outputObj['Bolt']['pitch'] = pitch
-    outputObj['Bolt']['enddist'] = float(end_dist)
-    outputObj['Bolt']['edge'] = float(min_edge_dist)
-    outputObj['Bolt']['gauge'] = float(gauge)
-     
-    outputObj['Weld'] = {}
-    outputObj['Weld']['thickness'] = weld_t_req
-    outputObj['Weld']['resultantshear'] = Vr
-    outputObj['Weld']['weldstrength'] = weld_strength
-     
-    outputObj['Plate'] = {}
-    outputObj['Plate']['minHeight'] = web_plate_l_req
-    outputObj['Plate']['minWidth'] = web_plate_w_req
-    outputObj['Plate']['externalmoment'] = moment_demand
-    outputObj['Plate']['momentcapacity'] = moment_capacity
-    outputObj['Plate']['height'] = float(web_plate_l)
-    outputObj['Plate']['width'] = float(web_plate_w)
-    
-    
-    #return outputObj
-    
-    if web_plate_l == (min_plate_height+10) or web_plate_l == ((max_plate_height-10)//10*10):
-        if bolt_line==1:
-            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 or weld_t_req > weld_t:
-                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] = ""
-        
-        if bolt_line==2:
-            if pitch < min_pitch:
-                for k in outputObj.keys():
-                    for key in outputObj[k].keys():
-                        outputObj[k][key] = ""
-            elif 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 or weld_t_req > weld_t:
-                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] = ""
-        else:
-            
-            pass
-        
-    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 or weld_t_req > weld_t:
-            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] = ""
-                        
-#     outputObj = {}
-    if  outputObj['Bolt']['status'] == True:
-        
-        logger.info(": Overall finplate connection design is safe \n")
-        logger.debug(" :=========End Of design===========")
-        
-    else:
-        logger.error(": Design is not safe \n ")
-        logger.debug(" :=========End Of design===========")
-    
-    return outputObj
-    
-
-
-
-
-
diff --git a/Connections/Shear/Finplate/finPlateMain.py b/Connections/Shear/Finplate/finPlateMain.py
index 1d677b4..03faffb 100644
--- a/Connections/Shear/Finplate/finPlateMain.py
+++ b/Connections/Shear/Finplate/finPlateMain.py
@@ -8,14 +8,13 @@ from PyQt4.QtCore import QString, pyqtSignal
 from OCC.TopoDS import topods, TopoDS_Shape
 from OCC.gp import gp_Pnt
 from nutBoltPlacement import NutBoltArray
-from PyQt4.Qt import QScrollBar
 from OCC import VERSION, BRepTools
 from ui_finPlate import Ui_MainWindow
 from model import *
 from finPlateCalc import finConn
 import yaml
 import pickle
-from OCC.BRepAlgoAPI import BRepAlgoAPI_Fuse, BRepAlgoAPI_Cut
+from OCC.BRepAlgoAPI import BRepAlgoAPI_Fuse
 from OCC._Quantity import Quantity_NOC_RED,Quantity_NOC_BLUE1,Quantity_NOC_SADDLEBROWN
 from ISection import ISection
 from OCC.Graphic3d import Graphic3d_NOT_2D_ALUMINUM