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module4.py
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module4.py
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from PyQt5.QtWidgets import QApplication, QLineEdit, QWidget, QFormLayout, QPushButton, QLabel, QMainWindow, QComboBox, \
QWidget, QHBoxLayout, QVBoxLayout, QGridLayout , QTabWidget , QToolButton , QMessageBox
from PyQt5.QtWidgets import QTableWidget, QTableWidgetItem, QGroupBox, QStackedLayout , QDialog , QErrorMessage
from PyQt5.QtGui import QIntValidator, QDoubleValidator, QFont, QPalette, QColor ,QPixmap
from PyQt5.QtCore import Qt ,QSize
import sys , math
from matplotlib.backends.backend_qt5agg import FigureCanvasQTAgg as FigureCanvas
from matplotlib.backends.backend_qt5agg import NavigationToolbar2QT as NavigationToolbar
from matplotlib.figure import Figure
from matplotlib.pyplot import figure
class Module4(QWidget):
def __init__(self, parent):
super(QWidget, self).__init__(parent)
self.layout = QHBoxLayout(self)
# Initialize tab screen
self.module4 = QWidget()
# Create first tab
self.module4.layout = QGridLayout(self)
self.module4Help = QToolButton()
self.module4Help.setText("Help")
self.module4Help.setIconSize(QSize(20 , 20))
self.module4Help.clicked.connect(self.module4HelpFunction)
self.module4.layout.addWidget(self.module4Help ,0 , 0 , alignment = Qt.AlignRight)
self.input_datas (self.module4.layout)
self.layout.addWidget(self.module4)
self.module4.setLayout(self.module4.layout)
self.setLayout(self.layout)
self.logo = QLabel(self)
self.pixmap = QPixmap('./logo.PNG')
self.pixmap = self.pixmap.scaled(600,600)
self.logo.setPixmap(self.pixmap)
#self.logo.resize(self.pixmap.width(),self.pixmap.height())
self.layout.addWidget(self.logo)
def input_datas (self,layout ):
gridLayout = QGridLayout()
verticalLayout = QVBoxLayout()
boxesColor = "#e6efff"
borderColor = "#19A7CE"
boxesTitleColor = "#146C94"
boxesStyle = """QGroupBox {
background-color: %s;
border: 2px solid %s;
border-radius: 5px;
margin-top: 1em;
padding-top: 10px;
}
QGroupBox::title {
color: %s;
}""" % (boxesColor , borderColor , boxesTitleColor)
#FOUNDATION DIMENTION
# B value
self.B = QLineEdit()
self.B.setValidator(QDoubleValidator())
self.B.setPlaceholderText("meters")
self.B.setFixedWidth(85)
self.B.textChanged.connect(self.enButton)
# L value
self.L = QLineEdit()
self.L.setValidator(QDoubleValidator())
self.L.setPlaceholderText("meters")
self.L.setFixedWidth(85)
self.L.textChanged.connect(self.enButton)
#Df value
self.Df = QLineEdit()
self.Df.setValidator(QDoubleValidator())
self.Df.setPlaceholderText("meters")
self.Df.setFixedWidth(85)
self.Df.textChanged.connect(self.enButton)
#t value
self.t = QLineEdit()
self.t.setValidator(QDoubleValidator())
self.t.setPlaceholderText("meters")
self.t.setFixedWidth(85)
self.t.textChanged.connect(self.enButton)
#Efoundation value
self.Efoundation = QLineEdit()
self.Efoundation.setValidator(QDoubleValidator())
self.Efoundation.setPlaceholderText("ton/m\N{SUPERSCRIPT TWO}")
self.Efoundation.setFixedWidth(85)
self.Efoundation.textChanged.connect(self.enButton)
#I f value
self.If = QComboBox ()
self.If.addItems(["Fox 1948" , u"Mayne & Polous"])
self.IfValue = "Fox 1948"
self.If.setFixedWidth(85)
self.If.currentTextChanged.connect (self.IfFunction)
#FoundationRigidity Value
self.FoundationRigidity = QComboBox ()
self.FoundationRigidity.addItems(["Flexible" , "Rigid" , "Intermediate"])
self.FoundationRigidityValue = "Flexible"
self.FoundationRigidity.setFixedWidth(85)
self.FoundationRigidity.currentTextChanged.connect (self.FoundationRigidityFunction)
#FOUNDATION DIMENTION BOX CREATOR
self.foundationDimention_Box = QGroupBox("FOUNDATION DIMENTION")
self.foundationDimention_Box.setStyleSheet(boxesStyle)
self.foundationDimention_Part = QFormLayout()
BLabel = QLabel("B(m)")
BLabel.setToolTip("عرض پی سطحی")
self.foundationDimention_Part.addRow (BLabel , self.B)
LLabel = QLabel ("L(m)")
LLabel.setToolTip("طول پی سطحی")
self.foundationDimention_Part.addRow (LLabel , self.L)
DfLabel = QLabel (u"Dᶠ(m)")
DfLabel.setToolTip("عمق استقرار پی سطحی")
self.foundationDimention_Part.addRow (DfLabel , self.Df)
tLabel = QLabel ("t(m)")
tLabel.setToolTip("ضخامت پی سطحی")
self.foundationDimention_Part.addRow(tLabel , self.t)
EfLabel = QLabel(u"Eᶠ (ton/m\N{SUPERSCRIPT TWO})")
EfLabel.setToolTip("مدول الاستیسیته پی سطحی")
self.foundationDimention_Part.addRow (EfLabel , self.Efoundation)
IfLabel = QLabel (u"Iᶠ")
IfLabel.setToolTip("ضریب تاثیر")
self.foundationDimention_Part.addRow(IfLabel , self.If)
FoundationRigLabel = QLabel ("F.R.")
FoundationRigLabel.setToolTip("Foundation Rigidity\nصلبیت فونداسیون")
self.foundationDimention_Part.addRow(FoundationRigLabel , self.FoundationRigidity)
self.foundationDimention_Box.setLayout(self.foundationDimention_Part)
#--------------------------------------------------------------------
#GENERAL + LOADING :
#qPrimNet
self.qPrimNet = QLineEdit()
self.qPrimNet.setValidator(QDoubleValidator())
self.qPrimNet.setPlaceholderText("ton/m\N{SUPERSCRIPT TWO}")
self.qPrimNet.setFixedWidth(85)
self.qPrimNet.textChanged.connect(self.enButton)
#eBPerB
self.eBPerB = QLineEdit()
self.eBPerB.setValidator(QDoubleValidator())
self.eBPerB.setFixedWidth(85)
self.eBPerB.textChanged.connect(self.enButton)
#eLPerL
self.eLPerL = QLineEdit()
self.eLPerL.setValidator(QDoubleValidator())
self.eLPerL.setFixedWidth(85)
self.eLPerL.textChanged.connect(self.enButton)
#number of layers :
self.numberOfLayers = QComboBox ()
self.numberOfLayers.addItems(["1" , "2" , "3" , "4"])
self.numberOfLayersValue = "1"
self.numberOfLayers.setFixedWidth(85)
self.numberOfLayers.currentTextChanged.connect (self.numberOfLayersFunction)
#Q.W.L
self.G_W_L = QLineEdit()
self.G_W_L.setValidator(QDoubleValidator())
self.G_W_L.setPlaceholderText("meter")
self.G_W_L.setFixedWidth(85)
self.G_W_L.textChanged.connect(self.enButton)
#Ground water
self.gammaWat = QLineEdit()
self.gammaWat.setValidator(QDoubleValidator())
self.gammaWat.setPlaceholderText("ton/m\N{SUPERSCRIPT THREE}")
self.gammaWat.setFixedWidth(85)
self.gammaWat.textChanged.connect(self.enButton)
#Pa
self.Pa = QLineEdit()
self.Pa.setValidator(QDoubleValidator())
self.Pa.setPlaceholderText("ton/m\N{SUPERSCRIPT THREE}")
self.Pa.setFixedWidth(85)
self.Pa.textChanged.connect(self.enButton)
self.FoundationLoad_Box = QGroupBox("GENERAL + LOADING")
self.FoundationLoad_Box.setStyleSheet(boxesStyle)
self.FoundationLoad_Part = QFormLayout()
NoofLayerLabel = QLabel ("No. of layers")
NoofLayerLabel.setToolTip("تعداد لایه های خاک")
self.FoundationLoad_Part.addRow (NoofLayerLabel , self.numberOfLayers)
GWLLabel = QLabel ("G.W.E.(m)")
GWLLabel.setToolTip("Ground Water Elevation\nتراز آب زیرزمینی ")
self.FoundationLoad_Part.addRow ( GWLLabel, self.G_W_L)
gammaWatLabel = QLabel(u"\u03B3 wat(ton/m\N{SUPERSCRIPT THREE})" )
gammaWatLabel.setToolTip("وزن مخصوص آب")
self.FoundationLoad_Part.addRow (gammaWatLabel , self.gammaWat)
atmpressLabel = QLabel ("Atm. Press.(ton/m\N{SUPERSCRIPT TWO})")
atmpressLabel.setToolTip("فشار جو")
self.FoundationLoad_Part.addRow (atmpressLabel , self.Pa)
qprimNetLabel = QLabel ("q' net(ton/m\N{SUPERSCRIPT TWO})")
qprimNetLabel.setToolTip("بار خالص گسترده روی پی سطحی")
self.FoundationLoad_Part.addRow (qprimNetLabel , self.qPrimNet)
ebperbLabel = QLabel ("eᴮ/B")
ebperbLabel.setToolTip("")
self.FoundationLoad_Part.addRow (ebperbLabel , self.eBPerB)
elperlLabel = QLabel ("eᴸ/L")
elperlLabel.setToolTip("")
self.FoundationLoad_Part.addRow (elperlLabel , self.eLPerL)
self.FoundationLoad_Box.setLayout(self.FoundationLoad_Part)
#-------------------------------------------------------------------
#Sehmertmann:
#t value for sehmertmann
self.t_Sehmertmann = QLineEdit()
self.t_Sehmertmann.setValidator(QDoubleValidator())
self.t_Sehmertmann.setPlaceholderText("year")
self.t_Sehmertmann.setFixedWidth(85)
self.t_Sehmertmann.textChanged.connect(self.enButton)
#E value for sehmertmann
self.E = QComboBox ()
self.E.addItems(["Constant" ,"Func. of stress"])
self.EValue = "Flexible"
self.E.setFixedWidth(85)
self.E.currentTextChanged.connect (self.EFunction)
self.sehmertmann_Box = QGroupBox("SCHMERTMANN")
self.sehmertmann_Box.setStyleSheet(boxesStyle)
self.sehmertmann_Part = QFormLayout()
self.sehmertmann_Part.addRow ("t(year)" , self.t_Sehmertmann)
self.sehmertmann_Part.addRow ("E" , self.E)
self.EValue = "Constant"
self.sehmertmann_Box.setLayout(self.sehmertmann_Part)
#----------------------------------------------------------------------
#----------------------------------------------------------------------
#----------------------------------------------------------------------
#Consolidation :
#S(3D/1D)
# self.S3DPer1D = QLineEdit()
# self.S3DPer1D.setValidator(QDoubleValidator())
# self.S3DPer1D.textChanged.connect(self.enButton)
# self.consolidation_Box = QGroupBox("Consolidation")
# self.consolidation_Part = QFormLayout()
# self.consolidation_Part.addRow ("S(3D/1D):" , self.S3DPer1D)
# self.consolidation_Box.setLayout(self.consolidation_Part)
#----------------------------------------------------------------------
#---------------------------------------------------------------------
#SOIL CHARACTERISTICS
tableColor = "#fafcff"
itemTableColor = "#e6efff"
tableHeaderColor = "#a6c6f7"
tableTitleColor = "#146C94"
self.soilChar = QLabel()
self.soilChar.setText("SOIL CHARACTERISTICS :")
self.tableWidget = QTableWidget()
self.tableWidget.setRowCount(4)
self.tableWidget.setColumnCount(10)
for i in range(self.tableWidget.rowCount()):
for j in range(self.tableWidget.columnCount()):
item = QTableWidgetItem('')
self.tableWidget.setItem(i, j, item)
if (j == 0 and i != 0 )or j == 2:
item.setFlags(item.flags() & ~Qt.ItemIsEditable)
for i in range(6):
self.tableWidget.setColumnWidth(i , 75)
self.tableWidget.setColumnWidth(5 , 130)
self.tableWidget.setColumnWidth(6 , 95)
for i in range(7 , 10):
self.tableWidget.setColumnWidth(i , 48)
self.tableWidget.setHorizontalHeaderLabels(["From\nElev.\n(m)", "To\nElev.\n(m)" , "Thickness\n(m)" ,
u"\u03B3 wet\n(t/m\u00B3)" , u"\u03B3 sat\n(t/m\u00B3)" , "Analysis\nmethod" , "E\nformula" , u"E₀\n(t/m\u00B2)" , "r\n(t/m\u00B2/m)" , "v"])
self.tableWidget.horizontalHeaderItem(0).setToolTip("تراز ابتدای لایه خاک")
self.tableWidget.horizontalHeaderItem(1).setToolTip("تراز انتهای لایه خاک")
self.tableWidget.horizontalHeaderItem(2).setToolTip("ضخامت لایه خاک")
self.tableWidget.horizontalHeaderItem(3).setToolTip("وزن مخصوص خاک")
self.tableWidget.horizontalHeaderItem(4).setToolTip("وزن مخصوص اشباع خاک")
self.tableWidget.horizontalHeaderItem(5).setToolTip("روش تحلیل")
self.tableWidget.horizontalHeaderItem(6).setToolTip("فرمول محاسبه مدول الاستیسیته لایه خاک")
self.tableWidget.horizontalHeaderItem(7).setToolTip("مدول الاستیسیته لایه خاک")
self.tableWidget.horizontalHeaderItem(8).setToolTip("")
self.tableWidget.horizontalHeaderItem(9).setToolTip("ضریب پوآسون")
self.tableWidget.itemChanged.connect(self.cellChangedHandeler)
#######????????????????????????????????????
# for j in range(0 , 9):
# self.tableWidget.openPersistentEditor(self.tableWidget.itemAt(25, 9))
self.tableWidget.cellChanged.connect(self.enButton)
self.analysisMethodInTable = [ QComboBox () , QComboBox () , QComboBox () , QComboBox () ]
self.analysisMethodInTableValue = ["Schmertmann" , "Schmertmann" ,"Schmertmann" ,"Schmertmann" ]
for i in range(4):
self.analysisMethodInTable[i].addItems(["Schmertmann" ,"Elastic"])
self.analysisMethodInTable[i].currentTextChanged.connect (self.analysisMethodInTableFunction)
self.tableWidget.setCellWidget(i , 5 , self.analysisMethodInTable[i])
self.EFormulaInTable = [ QComboBox () , QComboBox () , QComboBox () , QComboBox () ]
self.EFormulaInTableValue = ["E0+r.z" , "E0+r.z" ,"E0+r.z" ,"E0+r.z" ]
for i in range(4):
self.EFormulaInTable[i].addItems(["E0+r.z" ,"E0(s/pa)^r" , "USER"])
self.EFormulaInTable[i].currentTextChanged.connect (self.EFormulaInTableFunction)
self.tableWidget.setCellWidget(i , 6 , self.EFormulaInTable[i])
self.tableWidget.setStyleSheet("""
QTableWidget {
background-color: %s;
alternate-background-color: %s;
selection-background-color: %s;
selection-color: #000000;
border: 1px solid #cccccc;
}
QTableWidget QHeaderView::section {
background-color: %s;
color: %s;
padding: 4px;
}
QTableWidget::item {
padding: 4px;
background-color:%s;
}
""" %(tableColor,tableHeaderColor ,tableHeaderColor,tableHeaderColor,tableTitleColor, itemTableColor) )
gridLayout.addWidget(self.foundationDimention_Box , 0 , 0 )
gridLayout.addWidget(self.FoundationLoad_Box , 0 , 1 )
gridLayout.addWidget(self.sehmertmann_Box , 0 , 2 )
#gridLayout.addWidget(self.consolidation_Box , 1 , 2)
ButtonLayout = QHBoxLayout()
self.graphButtonFunction(ButtonLayout)
self.resetButtonFunction(ButtonLayout)
verticalLayout.addLayout(gridLayout)
verticalLayout.addWidget(self.soilChar , alignment = Qt.AlignCenter)
verticalLayout.addWidget(self.tableWidget)
verticalLayout.addLayout(ButtonLayout)
self.whichRowsHasChanged = set()
layout.addLayout(verticalLayout, 1, 0)
def enButton(self):
#TO DO : bayad check shavad ke row = 0 table filled bashad !
if (self.B.text() == '' or self.L.text() == '' or self.Df.text() == '' or self.t.text() == '' or self.Efoundation.text() == '' or self.qPrimNet.text() == '' or self.eBPerB.text() == '' or self.eLPerL.text() == '' or self.t_Sehmertmann.text() == '' or self.Pa.text() == '' or self.G_W_L.text() == ''):
self.Button.setEnabled(False)
else :
self.Button.setEnabled(True)
def graphButtonFunction (self , layout):
self.Button = QPushButton ("Calculation" , self)
self.Button.clicked.connect (self.calcFromElev)
self.Button.clicked.connect (self.calcThickness)
self.Button.clicked.connect(self.result)
self.Button.setEnabled(False)
layout.addWidget(self.Button, alignment = Qt.AlignLeft)
def resetButtonFunction(self , layout):
self.resetButton = QPushButton ("Reset" , self)
self.resetButton.clicked.connect(self.resetAll)
#self.resetButton.setEnabled(True)
layout.addWidget(self.resetButton ,alignment = Qt.AlignRight)
def resetAll(self):
theInputs = [self.B , self.L , self.Df ,self.t , self.Efoundation , self.qPrimNet , self.eBPerB , self.eLPerL ,self.gammaWat , self.Pa , self.t_Sehmertmann , self.G_W_L]
for inp in theInputs:
inp.clear()
for r in range(self.tableWidget.rowCount()):
for c in range(self.tableWidget.columnCount()):
self.tableWidget.setItem(r , c , QTableWidgetItem(''))
self.Button.setEnabled(False)
def inputError(self , theInput):
error_dialog = QErrorMessage()
error_dialog.showMessage(" مقدار" + theInput + "نامعتبر است " )
error_dialog.exec_()
def IfFunction (self , s ):
if (s == "Fox 1948"):
self.IfValue = "Fox 1948"
elif (s == u"Mayne & Polous"):
self.IfValue = u"Mayne & Polous"
def FoundationRigidityFunction (self , s ):
if (s == "Flexible"):
self.FoundationRigidityValue = "Flexible"
elif (s == "Rigid"):
self.FoundationRigidityValue = "Rigid"
elif (s == "Intermediate"):
self.FoundationRigidityValue = "Intermediate"
def EFunction ( self , s):
if (s == "Constant"):
self.EValue = "Constant"
else :
self.EValue = "Func. of stress"
def numberOfLayersFunction(self , s):
if (s == "1"):
self.numberOfLayersValue = "1"
elif (s == "2"):
self.numberOfLayersValue = "2"
elif (s == "3"):
self.numberOfLayersValue = "3"
elif (s == "4"):
self.numberOfLayersValue = "4"
def analysisMethodInTableFunction (self , s):
for i in range (0 , 4):
self.analysisMethodInTableValue[i] = self.analysisMethodInTable[i].currentText()
def EFormulaInTableFunction (self , s):
for i in range (0 , 4):
self.EFormulaInTableValue[i] = self.EFormulaInTable[i].currentText()
def calcFromElev (self):
for i in range(2 , 5):
if i <= int(self.numberOfLayersValue) and self.tableWidget.item(i-2 ,1) :
self.tableWidget.setItem(i-1 , 0 , QTableWidgetItem(self.tableWidget.item(i-2 ,1).text()))
else :
self.tableWidget.setItem(i-1 , 0 , QTableWidgetItem(str("-")))
def calcThickness (self):
for i in range(1 , 5):
if i < int(self.numberOfLayersValue) and self.tableWidget.item(i-1 ,0) and self.tableWidget.item(i-1 ,1) :
self.tableWidget.setItem(i-1 , 2 , QTableWidgetItem(str(float(self.tableWidget.item(i-1 ,0).text()) - float(self.tableWidget.item(i-1 ,1).text()))))
elif i == int(self.numberOfLayersValue) and self.tableWidget.item(i-1 ,0) and self.tableWidget.item(i-1 ,1) :
self.tableWidget.setItem(i-1 , 2 , QTableWidgetItem(str(float("inf"))))
else :
self.tableWidget.setItem(i-1 , 2 , QTableWidgetItem(str("-")))
def baseElev (self):
return(float(self.tableWidget.item(0 , 0).text()) - float(self.Df.text()))
def Beq (self):
try :
return math.sqrt(float(self.B.text()) * float(self.L.text()) *4 /math.pi )
except:
if float(self.B.text()) < 0 :
raise Exception("B")
if float(self.L.text()) < 0 :
raise Exception("L")
def InflElev (self):
if float(self.L.text())/float(self.B.text()) > 5 :
return (self.baseElev() - 4 * float(self.B.text()))
else:
try:
if float(self.L.text())/float(self.B.text()) >= 1 :
return (self.baseElev() - ((float(self.L.text())/float(self.B.text())-1)*float(self.B.text())/2 + 2*float(self.B.text()) ))
except:
raise Exception("B")
else:
raise Exception("B > L")
def qPrimTotal (self):
if (float(self.G_W_L.text()) <= self.baseElev() ):
return (float(self.qPrimNet.text()) + float(self.tableWidget.item(0 , 3).text())*float(self.Df.text()))
else :
if (float(self.G_W_L.text()) > float(self.tableWidget.item(0 , 0).text())):
return (float(self.qPrimNet.text()) + (float(self.tableWidget.item(0 , 4).text())-float(self.gammaWat.text())) * float(self.Df.text()))
else :
return float(self.qPrimNet.text()) + float(self.tableWidget.item(0 , 3).text())*(float(self.tableWidget.item(0 , 0).text()) - float(self.G_W_L.text())) + (float(self.tableWidget.item(0 , 4).text()) - float(self.gammaWat.text()))*(float(self.G_W_L.text())- self.baseElev())
def calcqPrim (self):
return self.qPrimTotal() - float(self.qPrimNet.text())
def Qnet(self):
return float(self.qPrimNet.text()) * float(self.B.text()) * float(self.L.text())
def QTotal (self):
return self.qPrimTotal() * float(self.B.text()) * float(self.L.text())
def qTotalst (self):
try:
if float(self.L.text())/float(self.B.text()) >= 3 :
return self.QTotal()/float(self.L.text())
else :
return 0
except:
raise Exception ("L")
def calcIf (self):
try:
if self.IfValue == "Fox 1948" :
top = (1.432 * math.pow(float(self.L.text())/float(self.B.text()) , -0.69) * math.pow(float(self.Df.text())/float(self.B.text()) , 2))
down = 2*1.432*math.pow(float(self.L.text())/float(self.B.text()) , -0.69) * math.pow(float(self.Df.text())/float(self.B.text()) , 2) + 1.333 * float(self.Df.text())/float(self.B.text()) + 1
return ( 1 - (top / down) + (2 * float(self.tableWidget.item(0 , 9).text())-1)/8 )
else :
if float(self.Df.text()) == 0:
return 1
else :
return (1 -(1 / (3.5 * math.pow(math.e ,(1.22 * float(self.tableWidget.item(0 , 9).text())-0.4)) * (1.6 + self.Beq()/float(self.Df.text())))))
except :
if float(self.B.text()) < 0 :
raise Exception("B")
if float(self.L.text()) < 0 :
raise Exception("L")
#calculation of immediate elastic settlement
#layer char table
def layerNumber (self):
arr = []
for i in range(1, 5):
if i <= int(self.numberOfLayersValue) :
arr.append(i)
else:
arr.append(0)
return arr
def H (self):
layerNumber = self.layerNumber()
arr = []
for i in range (1 , 5):
if (layerNumber[i-1] != 0):
if (i != int(self.numberOfLayersValue) and i == 1) :
arr.append(float(self.tableWidget.item( i-1 , 2 ).text()) - float(self.Df.text()))
else:
arr.append(float(self.tableWidget.item( i-1 , 2 ).text()))
else :
arr.append(0)
return arr
def sigmaH (self):
arr = []
H = self.H()
if H[0] == float("inf") :
arr.append(float("inf"))
else :
arr.append(H[0])
if H[1] == 0 :
arr.append(0)
else :
if H[1] == float("inf"):
arr.append(float("inf"))
else:
arr.append(H[0] + H[1])
if H[2] == 0 :
arr.append(0)
else :
if H[2] == float("inf"):
arr.append(float("inf"))
else:
arr.append(H[0] + H[1] + H[2])
if H[3] == 0 :
arr.append(0)
else :
if H[3] == float("inf"):
arr.append(float("inf"))
else:
arr.append(H[0] + H[1] + H[2] + H[3])
return arr
def checkWhichRowsChanged (self):
theMax = max(self.whichRowsHasChanged)
colCount = self.tableWidget.columnCount()
for row in range(0 , theMax+1):
for col in range(0 , colCount):
if self.tableWidget.item(row , col).text() == '':
self.tableWidget.setItem(row , col , QTableWidgetItem('0'))
#Rectangular Base and Center
def BPrim (self , coff_B ):
return (float(self.B.text()) * coff_B)
def LPrim (self , coff_L):
return (float(self.L.text()) * coff_L)
def M (self , BPrim , LPrim):
arr = []
try:
for i in range(1 , 5):
if (i <= int(self.numberOfLayersValue)):
arr.append(LPrim / BPrim)
else :
arr.append(0)
return arr
except:
raise Exception('B')
def N (self , BPrim):
arr = []
try:
sigmaH = self.sigmaH()
for i in range(1 , 5):
if (i < int(self.numberOfLayersValue)):
arr.append(sigmaH[i-1] / BPrim)
else :
if (i == int(self.numberOfLayersValue)):
arr.append(float("inf"))
else:
arr.append(0)
return arr
except:
raise Exception('B')
def I1 (self , BPrim , LPrim):
try:
N = self.N(BPrim)
M = self.M(BPrim , LPrim)
arr = []
for i in range(1 , 5):
if i > int(self.numberOfLayersValue) :
arr.append(0)
elif N[i-1] == float("inf") :
top1 = math.sqrt(1+M[i-1]**2+(1000*M[i-1])**2)+M[i-1]
down1 = (math.sqrt(1+M[i-1]**2+(1000*M[i-1])**2)-M[i-1])
top2 = (math.sqrt(1+M[i-1]**2+(1000*M[i-1])**2)+1)
down2 = (math.sqrt(1+M[i-1]**2+(1000*M[i-1])**2)-1)
arr.append( (1/math.pi)*(math.log( top1/down1 , math.e) + M[i-1]*math.log( top2/down2 , math.e) ))
else :
top1 = math.sqrt(1+M[i-1]**2+(N[i-1])**2)+M[i-1]
down1 = (math.sqrt(1+M[i-1]**2+(N[i-1])**2)-M[i-1])
top2 = (math.sqrt(1+M[i-1]**2+(N[i-1])**2)+1)
down2 = (math.sqrt(1+M[i-1]**2+(N[i-1])**2)-1)
arr.append( (1/math.pi)*(math.log( top1/down1 , math.e) + M[i-1]*math.log( top2/down2 , math.e) ))
return arr
except:
raise Exception('m or n')
def I2 (self , BPrim , LPrim):
try:
N = self.N(BPrim)
M = self.M(BPrim , LPrim)
arr = []
for i in range(1 , 5):
if i > int(self.numberOfLayersValue) :
arr.append(0)
elif N[i-1] == float("inf") :
arr.append(0)
else :
arr.append( (N[i-1]/math.pi)*math.atan(M[i-1]/(N[i-1]*math.sqrt(1+M[i-1]**2+N[i-1]**2))) )
return arr
except:
raise Exception('m or n')
def Is(self , BPrim , LPrim):
try:
I1 = self.I1( BPrim , LPrim)
I2 = self.I2( BPrim , LPrim)
arr = []
for i in range(1 , 5):
if i <= int(self.numberOfLayersValue):
arr.append(I1[i-1]+ (I2[i-1] * (1-2*float(self.tableWidget.item(i-1 , 9).text())))/(1-float(self.tableWidget.item(i-1 , 9).text())))
else:
arr.append(0)
return arr
except:
raise Exception('v')
def S1 (self , BPrim , LPrim , theType):
try:
Is = self.Is( BPrim , LPrim)
If = self.calcIf()
arr = []
for i in range(1 , 5):
if i > int(self.numberOfLayersValue) :
arr.append(0)
else :
if self.analysisMethodInTableValue[i-1] == "Schmertmann" :
arr.append(0)
else :
if theType == "center":
arr.append(float(self.qPrimNet.text()) * Is[i-1] * If * (1-math.pow(float(self.tableWidget.item(i-1 , 9).text()), 2 )) * 100 * 4 * BPrim / float(self.tableWidget.item(i-1 , 7).text()) )
if theType == "corner":
arr.append(float(self.qPrimNet.text()) * Is[i-1] * If * (1-math.pow(float(self.tableWidget.item(i-1 , 9).text()), 2 )) * 100 * BPrim / float(self.tableWidget.item(i-1 , 7).text()) )
if theType == "b/2":
arr.append(float(self.qPrimNet.text()) * Is[i-1] * If * (1-math.pow(float(self.tableWidget.item(i-1 , 9).text()), 2 )) * 100 * 2 * BPrim / float(self.tableWidget.item(i-1 , 7).text()) )
if theType == "l/2":
arr.append(float(self.qPrimNet.text()) * Is[i-1] * If * (1-math.pow(float(self.tableWidget.item(i-1 , 9).text()), 2 )) * 100 * 2 * BPrim / float(self.tableWidget.item(i-1 , 7).text()) )
return arr
except:
raise Exception('E0(1)')
def S2 (self , BPrim , LPrim , theType):
try:
arr =[0]
Is = self.Is( BPrim , LPrim)
If = self.calcIf()
for i in range(2 , 5):
if i > int(self.numberOfLayersValue) :
arr.append(0)
else :
if self.analysisMethodInTableValue[i-1] == "Schmertmann" :
arr.append(0)
else :
if theType == "center":
arr.append(float(self.qPrimNet.text()) * Is[i-2] * If * (1-math.pow(float(self.tableWidget.item(i-1 , 9).text()), 2)) * 100 * 4 * BPrim / float(self.tableWidget.item(i-1 , 7).text()) )
if theType == "corner":
arr.append(float(self.qPrimNet.text()) * Is[i-2] * If * (1-math.pow(float(self.tableWidget.item(i-1 , 9).text()), 2)) * 100 * BPrim / float(self.tableWidget.item(i-1 , 7).text()) )
if theType == "b/2":
arr.append(float(self.qPrimNet.text()) * Is[i-2] * If * (1-math.pow(float(self.tableWidget.item(i-1 , 9).text()), 2)) * 100 * 2 * BPrim / float(self.tableWidget.item(i-1 , 7).text()) )
if theType == "l/2":
arr.append(float(self.qPrimNet.text()) * Is[i-2] * If * (1-math.pow(float(self.tableWidget.item(i-1 , 9).text()), 2)) * 100 * 2 * BPrim / float(self.tableWidget.item(i-1 , 7).text()) )
return arr
except:
raise Exception('E0(2)')
def deltaS (self , BPrim , LPrim , theType):
arr = []
S1 = self.S1 (BPrim , LPrim , theType)
S2 = self.S2 (BPrim , LPrim , theType)
for i in range(1 , 5):
if i <= int(self.numberOfLayersValue) :
arr.append(-S1[i-1] + S2[i-1])
else :
arr.append(0)
return arr
def sigmaDeltaS(self , BPrim , LPrim , theType):
return sum(self.deltaS( BPrim , LPrim , theType))
def Sce (self):
theType = 'center'
b = self.BPrim (1/2)
l = self.LPrim (1/2)
m = self.M (b , l)
n = self.N (b)
i1 = self.I1 (b , l)
i2 = self.I2 (b , l)
i_s = self.Is (b , l)
s1 = self.S1 (b , l , theType)
s2 = self.S2 (b , l , theType)
return self.sigmaDeltaS(b , l , theType)
def Sco (self):
theType = 'corner'
b = self.BPrim (1)
l = self.LPrim (1)
m = self.M (b , l)
n = self.N (b)
i1 = self.I1 (b , l)
i2 = self.I2 (b , l)
i_s = self.Is (b , l)
s1 = self.S1 (b , l , theType)
s2 = self.S2 (b , l , theType)
return self.sigmaDeltaS(b , l , theType)
def SbdivBy2 (self):
theType = 'b/2'
b = self.BPrim (1/2)
l = self.LPrim (1)
m = self.M (b , l)
n = self.N (b)
i1 = self.I1 (b , l)
i2 = self.I2 (b , l)
i_s = self.Is (b , l)
s1 = self.S1 (b , l , theType)
s2 = self.S2 (b , l , theType)
return self.sigmaDeltaS(b , l , theType)
def SldivBy2 (self):
theType = 'l/2'
b = self.BPrim (1)
l = self.LPrim (1/2)
m = self.M (b , l)
n = self.N (b)
i1 = self.I1 (b , l)
i2 = self.I2 (b , l)
i_s = self.Is (b , l)
s1 = self.S1 (b , l , theType)
s2 = self.S2 (b , l , theType)
return self.sigmaDeltaS(b , l , theType)
def C1 (self):
try:
return (1 - 0.5 * self.calcqPrim()/float(self.qPrimNet.text()))
except:
raise Exception('q\'net')
def C2 (self):
try:
return (1 + 0.2 * math.log(float(self.t_Sehmertmann.text())/0.1 , 10))
except:
raise Exception('t')
def deltaH (self):
return (4 * float(self.B.text()) / 40)
def existFactor (self):
try:
arr = []
for i in range (1 , 5):
if (i <= int(self.numberOfLayersValue)):
if self.analysisMethodInTableValue[i-1] == "Schmertmann":
arr.append(2 - 1)
else :
arr.append(2 - 2)
else :
arr.append(0)
return arr
except:
raise Exception('ExistFactor')
#Last Table to calculate :
def H_table(self):
arr = []
be = self.baseElev()
dh = self.deltaH()
for i in range(0 , 41):
arr.append(be - i *dh)
return arr
def layerNumber_table(self):
H = self.H_table ()
arr = []
for i in range(0 , 41):
for j in range (0 , 4):
if float(self.tableWidget.item(j , 0).text()) > H[i] and H[i] > float(self.tableWidget.item(j , 1).text()) :
arr.append(j+1)
break
return arr
def top_table(self):
lyrNo = self.layerNumber_table()
arr = []
for i in range(0 , 41):
arr.append(float(self.tableWidget.item(lyrNo[i]-1 , 0).text()))
return arr
def existFactor_table(self):
exFa = self.existFactor ()
arr = []
ln = self.layerNumber_table()
for i in range(0 , 41):
arr.append(exFa[ln[i]-1])
return arr