public RW_COMPONENT getData(int ID)
{
RW_COMPONENT comp = new RW_COMPONENT();
RW_ASSESSMENT_BUS assBus = new RW_ASSESSMENT_BUS();
comp.ID = ID;
comp.NominalDiameter = txtNominalDiameter.Text != "" ? float.Parse(txtNominalDiameter.Text) : 0;
comp.NominalThickness = txtNominalThickness.Text != "" ? float.Parse(txtNominalThickness.Text) : 0;
comp.CurrentThickness = txtCurrentThickness.Text != "" ? float.Parse(txtCurrentThickness.Text) : 0;
comp.MinReqThickness = txtMinRequiredThickness.Text != "" ? float.Parse(txtMinRequiredThickness.Text) : 0;
comp.CurrentCorrosionRate = txtCurrentCorrosionRate.Text != "" ? float.Parse(txtCurrentCorrosionRate.Text) : 0;
comp.BranchDiameter = cbBranchDiameter.Text;
comp.BranchJointType = cbJointTypeBranch.Text;
comp.BrinnelHardness = cbMaxBrillnessHardness.Text;
comp.CracksPresent = chkPresenceCracks.Checked ? 1 : 0;
comp.ComplexityProtrusion = cbComplexityProtrusion.Text;
comp.ChemicalInjection = chkPresenceInjectionMixPoint.Checked ? 1 : 0;
comp.HighlyInjectionInsp = chkHighlyEffectiveMixPoint.Checked ? 1 : 0;
comp.CorrectiveAction = cbCorrectiveAction.Text;
comp.CyclicLoadingWitin15_25m = cbCyclicLoading.Text;
comp.DamageFoundInspection = chkDamageFoundDuringInspection.Checked ? 1 : 0;
comp.DeltaFATT = txtDeltaFATT.Text != "" ? float.Parse(txtDeltaFATT.Text) : 0;
comp.NumberPipeFittings = cbNumberFittingPipe.Text;
comp.PipeCondition = cbPipeCondition.Text;
comp.PreviousFailures = cbPreviousFailures.Text;
comp.ShakingAmount = cbAmountShakingPipe.Text;
comp.ShakingDetected = chkVisibleAudible.Checked ? 1 : 0;
comp.ShakingTime = cbAccumalatedTimeShakingPipe.Text;
comp.TrampElements = chkTrampElements.Checked ? 1 : 0;
//comp.ShellHeight cua shell
//comp.ReleasePreventionBarrier = cua tank
//comp.ConcreteFoundation = cua tank bottom
//comp.SeverityOfVibration cua tank
return(comp);
}
public RW_COMPONENT getDataComponent()
{
RW_COMPONENT comp = new RW_COMPONENT();
comp.NominalDiameter = sheetComponent[10] == "" ? float.Parse(sheetComponent[10]) : 0;
comp.NominalThickness = sheetComponent[11] == "" ? float.Parse(sheetComponent[11]) : 0;
comp.CurrentThickness = sheetComponent[12] == "" ? float.Parse(sheetComponent[12]) : 0;
comp.MinReqThickness = sheetComponent[13] == "" ? float.Parse(sheetComponent[13]) : 0;
comp.CurrentCorrosionRate = sheetComponent[14] == "" ? float.Parse(sheetComponent[14]) : 0;
comp.BranchDiameter = sheetComponent[24];
comp.BranchJointType = sheetComponent[25];
comp.BrinnelHardness = sheetComponent[21];
comp.CracksPresent = sheetComponent[17] == "True" ? 1 : 0;
comp.ComplexityProtrusion = sheetComponent[22];
return(comp);
}
private void ShowDataToControl(int ID)
{
RW_COMPONENT_BUS busCom = new RW_COMPONENT_BUS();
RW_COMPONENT com = busCom.getData(ID);
txtTankDiameter.Text = com.NominalDiameter.ToString();
txtCurrentThickness.Text = com.CurrentThickness.ToString();
txtCurrentCorrosionRate.Text = com.CurrentCorrosionRate.ToString();
txtShellCourseHeight.Text = com.ShellHeight.ToString();
txtNominalThickness.Text = com.NominalThickness.ToString();
chkDamageFoundDuringInspection.Checked = com.DamageFoundInspection == 1 ? true : false;
chkConcreteAsphalt.Checked = com.ConcreteFoundation == 1 ? true : false;
chkPresenceCracks.Checked = com.CracksPresent == 1 ? true : false;
chkPreventionBarrier.Checked = com.ReleasePreventionBarrier == 1 ? true : false;
chkTrampElements.Checked = com.TrampElements == 1 ? true : false;
txtMinRequiredThickness.Text = com.MinReqThickness.ToString();
for (int i = 0; i < itemsBrinnellHardness.Length; i++)
{
if (itemsBrinnellHardness[i] == com.BrinnelHardness)
{
cbMaxBrillnessHardness.SelectedIndex = i + 1;
break;
}
}
for (int i = 0; i < itemsComplexityProtrusion.Length; i++)
{
if (itemsComplexityProtrusion[i] == com.ComplexityProtrusion)
{
cbComplexityProtrusion.SelectedIndex = i + 1;
break;
}
}
for (int i = 0; i < itemsSeverity.Length; i++)
{
if (itemsSeverity[i] == com.SeverityOfVibration)
{
cbSeverityVibration.SelectedIndex = i + 1;
break;
}
}
}
public RW_COMPONENT getData(int ID)
{
RW_COMPONENT comp = new RW_COMPONENT();
comp.ID = ID;
comp.NominalDiameter = txtTankDiameter.Text != "" ? float.Parse(txtTankDiameter.Text) : 0;
comp.NominalThickness = txtNominalThickness.Text != "" ? float.Parse(txtNominalThickness.Text) : 0;
comp.CurrentThickness = txtCurrentThickness.Text != "" ? float.Parse(txtCurrentThickness.Text) : 0;
comp.MinReqThickness = txtMinRequiredThickness.Text != "" ? float.Parse(txtMinRequiredThickness.Text) : 0;
comp.CurrentCorrosionRate = txtCurrentCorrosionRate.Text != "" ? float.Parse(txtCurrentCorrosionRate.Text) : 0;
comp.BrinnelHardness = cbMaxBrillnessHardness.Text;
comp.SeverityOfVibration = cbSeverityVibration.Text;
comp.ComplexityProtrusion = cbComplexityProtrusion.Text;
comp.DamageFoundInspection = chkDamageFoundDuringInspection.Checked ? 1 : 0;
comp.CracksPresent = chkPresenceCracks.Checked ? 1 : 0;
comp.TrampElements = chkTrampElements.Checked ? 1 : 0;
//kiem tra dieu kien API Component Type -> Disable control cua shell hoac cua bottom
//tank Shell Course
comp.ShellHeight = txtShellCourseHeight.Text != "" ? float.Parse(txtShellCourseHeight.Text) : 0;
//tank bottom
comp.ConcreteFoundation = chkConcreteAsphalt.Checked ? 1 : 0;
comp.ReleasePreventionBarrier = chkPreventionBarrier.Checked ? 1 : 0;
return(comp);
}
public RW_COMPONENT getData(int ID)
{
RW_COMPONENT obj = new RW_COMPONENT();
SqlConnection conn = MSSQLDBUtils.GetDBConnection();
conn.Open();
String sql = "USE [rbi] SELECT [NominalDiameter]" +
",[NominalThickness]" +
",[CurrentThickness]" +
",[MinReqThickness]" +
",[CurrentCorrosionRate]" +
",[BranchDiameter]" +
",[BranchJointType]" +
",[BrinnelHardness]" +
",[ChemicalInjection]" +
",[HighlyInjectionInsp]" +
",[ComplexityProtrusion]" +
",[CorrectiveAction]" +
",[CracksPresent]" +
",[CyclicLoadingWitin15_25m]" +
",[DamageFoundInspection]" +
",[DeltaFATT]" +
",[NumberPipeFittings]" +
",[PipeCondition]" +
",[PreviousFailures]" +
",[ShakingAmount]" +
",[ShakingDetected]" +
",[ShakingTime]" +
",[TrampElements]" +
",[ShellHeight]" +
",[ReleasePreventionBarrier]" +
",[ConcreteFoundation]" +
",[SeverityOfVibration]" +
"FROM [rbi].[dbo].[RW_COMPONENT] WHERE [ID] = '" + ID + "'";
try
{
SqlCommand cmd = new SqlCommand();
cmd.Connection = conn;
cmd.CommandText = sql;
using (DbDataReader reader = cmd.ExecuteReader())
{
while (reader.Read())
{
if (reader.HasRows)
{
obj.NominalDiameter = (float)reader.GetDouble(0);
obj.NominalThickness = (float)reader.GetDouble(1);
obj.CurrentThickness = (float)reader.GetDouble(2);
obj.MinReqThickness = (float)reader.GetDouble(3);
obj.CurrentCorrosionRate = (float)reader.GetDouble(4);
obj.DamageFoundInspection = Convert.ToInt32(reader.GetBoolean(14));
obj.BrinnelHardness = reader.GetString(7);
obj.CracksPresent = Convert.ToInt32(reader.GetBoolean(12));
obj.TrampElements = Convert.ToInt32(reader.GetBoolean(22));
obj.ShellHeight = (float)reader.GetDouble(23);
obj.ReleasePreventionBarrier = Convert.ToInt32(reader.GetBoolean(24));
obj.ComplexityProtrusion = reader.GetString(10);
obj.ConcreteFoundation = Convert.ToInt32(reader.GetBoolean(25));
obj.SeverityOfVibration = reader.GetString(26);
}
}
}
}
catch (Exception ex)
{
MessageBox.Show("GET DATA FAIL!" + ex.ToString(), "ERROR!");
}
finally
{
conn.Close();
conn.Dispose();
}
return(obj);
}
public List <RW_COMPONENT> getDataSource()
{
SqlConnection conn = MSSQLDBUtils.GetDBConnection();
conn.Open();
List <RW_COMPONENT> list = new List <RW_COMPONENT>();
RW_COMPONENT obj = null;
String sql = " Use [rbi] Select [ID]" +
",[NominalDiameter]" +
",[NominalThickness]" +
",[CurrentThickness]" +
",[MinReqThickness]" +
",[CurrentCorrosionRate]" +
",[BranchDiameter]" +
",[BranchJointType]" +
",[BrinnelHardness]" +
",[ChemicalInjection]" +
",[HighlyInjectionInsp]" +
",[ComplexityProtrusion]" +
",[CorrectiveAction]" +
",[CracksPresent]" +
",[CyclicLoadingWitin15_25m]" +
",[DamageFoundInspection]" +
",[DeltaFATT]" +
",[NumberPipeFittings]" +
",[PipeCondition]" +
",[PreviousFailures]" +
",[ShakingAmount]" +
",[ShakingDetected]" +
",[ShakingTime]" +
",[TrampElements]" +
",[ShellHeight]" +
",[ReleasePreventionBarrier]" +
",[ConcreteFoundation]" +
",[SeverityOfVibration]" +
"From [dbo].[RW_COMPONENT] ";
try
{
SqlCommand cmd = new SqlCommand();
cmd.Connection = conn;
cmd.CommandText = sql;
using (DbDataReader reader = cmd.ExecuteReader())
{
while (reader.Read())
{
if (reader.HasRows)
{
obj = new RW_COMPONENT();
obj.ID = reader.GetInt32(0);
if (!reader.IsDBNull(1))
{
obj.NominalDiameter = (float)reader.GetDouble(1);
}
if (!reader.IsDBNull(2))
{
obj.NominalThickness = (float)reader.GetDouble(2);
}
if (!reader.IsDBNull(3))
{
obj.CurrentThickness = (float)reader.GetDouble(3);
}
if (!reader.IsDBNull(4))
{
obj.MinReqThickness = (float)reader.GetDouble(4);
}
if (!reader.IsDBNull(5))
{
obj.CurrentCorrosionRate = (float)reader.GetDouble(5);
}
if (!reader.IsDBNull(6))
{
obj.BranchDiameter = reader.GetString(6);
}
if (!reader.IsDBNull(7))
{
obj.BranchJointType = reader.GetString(7);
}
if (!reader.IsDBNull(8))
{
obj.BrinnelHardness = reader.GetString(8);
}
obj.ChemicalInjection = Convert.ToInt32(reader.GetBoolean(9));
obj.HighlyInjectionInsp = Convert.ToInt32(reader.GetBoolean(10));
if (!reader.IsDBNull(11))
{
obj.ComplexityProtrusion = reader.GetString(11);
}
if (!reader.IsDBNull(12))
{
obj.CorrectiveAction = reader.GetString(12);
}
obj.CracksPresent = Convert.ToInt32(reader.GetBoolean(13));
if (!reader.IsDBNull(14))
{
obj.CyclicLoadingWitin15_25m = reader.GetString(14);
}
obj.DamageFoundInspection = Convert.ToInt32(reader.GetBoolean(15));
if (!reader.IsDBNull(16))
{
obj.DeltaFATT = (float)reader.GetDouble(16);
}
if (!reader.IsDBNull(17))
{
obj.NumberPipeFittings = reader.GetString(17);
}
if (!reader.IsDBNull(18))
{
obj.PipeCondition = reader.GetString(18);
}
if (!reader.IsDBNull(19))
{
obj.PreviousFailures = reader.GetString(19);
}
if (!reader.IsDBNull(20))
{
obj.ShakingAmount = reader.GetString(20);
}
obj.ShakingDetected = Convert.ToInt32(reader.GetBoolean(21));
if (!reader.IsDBNull(20))
{
obj.ShakingTime = reader.GetString(22);
}
obj.TrampElements = Convert.ToInt32(reader.GetBoolean(23));
if (!reader.IsDBNull(24))
{
obj.ShellHeight = (float)reader.GetDouble(24);
}
obj.ReleasePreventionBarrier = Convert.ToInt32(reader.GetBoolean(25));
obj.ConcreteFoundation = Convert.ToInt32(reader.GetBoolean(26));
if (!reader.IsDBNull(27))
{
obj.SeverityOfVibration = reader.GetString(27);
}
list.Add(obj);
}
}
}
}
catch (Exception e)
{
MessageBox.Show(e.ToString(), "GET DATA FAIL!");
}
finally
{
conn.Close();
conn.Dispose();
}
return(list);
}
public void delete(RW_COMPONENT obj)
{
DAL.delete(obj.ID);
}
public void edit(RW_COMPONENT obj)
{
DAL.edit(obj.ID, obj.NominalDiameter, obj.NominalThickness, obj.CurrentThickness, obj.MinReqThickness, obj.CurrentCorrosionRate, obj.BranchDiameter, obj.BranchJointType, obj.BrinnelHardness, obj.ChemicalInjection, obj.HighlyInjectionInsp, obj.ComplexityProtrusion, obj.CorrectiveAction, obj.CracksPresent, obj.CyclicLoadingWitin15_25m, obj.DamageFoundInspection, obj.DeltaFATT, obj.NumberPipeFittings, obj.PipeCondition, obj.PreviousFailures, obj.ShakingAmount, obj.ShakingDetected, obj.ShakingTime, obj.SeverityOfVibration, obj.ReleasePreventionBarrier, obj.ConcreteFoundation, obj.ShellHeight, obj.AllowableStress, obj.WeldJointEfficiency, obj.ComponentVolume, obj.ConfidenceCorrosionRate, obj.MinimumStructuralThicknessGoverns, obj.StructuralThickness, obj.CracksCurrentCondition, obj.FabricatedSteel, obj.EquipmentSatisfied, obj.NominalOperatingConditions, obj.CETGreaterOrEqual, obj.CyclicServiceFatigueVibration, obj.EquipmentCircuitShock, obj.HTHADamageObserved, obj.BrittleFractureThickness);
}
public RW_COMPONENT getData(int ID)
{
RW_COMPONENT obj = new RW_COMPONENT();
SqlConnection conn = MSSQLDBUtils.GetDBConnection();
conn.Open();
String sql = "USE [rbi] SELECT [NominalDiameter]" +
",[NominalThickness]" +
",[CurrentThickness]" +
",[MinReqThickness]" +
",[CurrentCorrosionRate]" +
",[BranchDiameter]" +
",[BranchJointType]" +
",[BrinnelHardness]" +
",[ChemicalInjection]" +
",[HighlyInjectionInsp]" +
",[ComplexityProtrusion]" +
",[CorrectiveAction]" +
",[CracksPresent]" +
",[CyclicLoadingWitin15_25m]" +
",[DamageFoundInspection]" +
",[DeltaFATT]" +
",[NumberPipeFittings]" +
",[PipeCondition]" +
",[PreviousFailures]" +
",[ShakingAmount]" +
",[ShakingDetected]" +
",[ShakingTime]" +
",[SeverityOfVibration]" +
",[ReleasePreventionBarrier]" +
",[ConcreteFoundation]" +
",[ShellHeight]" +
",[AllowableStress]" +
",[WeldJointEfficiency]" +
",[ComponentVolume]" +
",[ConfidenceCorrosionRate]" +
",[MinimumStructuralThicknessGoverns]" +
",[StructuralThickness]" +
",[CracksCurrentCondition]" +
",[FabricatedSteel]" +
",[EquipmentSatisfied]" +
",[NominalOperatingConditions]" +
",[CETGreaterOrEqual]" +
",[CyclicServiceFatigueVibration]" +
",[EquipmentCircuitShock]" +
",[HTHADamageObserved]" +
",[BrittleFractureThickness]" +
"FROM [rbi].[dbo].[RW_COMPONENT] WHERE [ID] = '" + ID + "'";
try
{
SqlCommand cmd = new SqlCommand();
cmd.Connection = conn;
cmd.CommandText = sql;
using (DbDataReader reader = cmd.ExecuteReader())
{
while (reader.Read())
{
if (reader.HasRows)
{
obj = new RW_COMPONENT();
obj.ID = ID;
if (!reader.IsDBNull(0))
{
obj.NominalDiameter = (float)reader.GetDouble(0);
}
if (!reader.IsDBNull(1))
{
obj.NominalThickness = (float)reader.GetDouble(1);
}
if (!reader.IsDBNull(2))
{
obj.CurrentThickness = (float)reader.GetDouble(2);
}
if (!reader.IsDBNull(3))
{
obj.MinReqThickness = (float)reader.GetDouble(3);
}
if (!reader.IsDBNull(4))
{
obj.CurrentCorrosionRate = (float)reader.GetDouble(4);
}
if (!reader.IsDBNull(5))
{
obj.BranchDiameter = reader.GetString(5);
}
if (!reader.IsDBNull(6))
{
obj.BranchJointType = reader.GetString(6);
}
if (!reader.IsDBNull(7))
{
obj.BrinnelHardness = reader.GetString(7);
}
obj.ChemicalInjection = Convert.ToInt32(reader.GetBoolean(8));
obj.HighlyInjectionInsp = Convert.ToInt32(reader.GetBoolean(9));
if (!reader.IsDBNull(10))
{
obj.ComplexityProtrusion = reader.GetString(10);
}
if (!reader.IsDBNull(11))
{
obj.CorrectiveAction = reader.GetString(11);
}
obj.CracksPresent = Convert.ToInt32(reader.GetBoolean(12));
if (!reader.IsDBNull(13))
{
obj.CyclicLoadingWitin15_25m = reader.GetString(13);
}
obj.DamageFoundInspection = Convert.ToInt32(reader.GetBoolean(14));
if (!reader.IsDBNull(15))
{
obj.DeltaFATT = (float)reader.GetDouble(15);
}
if (!reader.IsDBNull(16))
{
obj.NumberPipeFittings = reader.GetString(16);
}
if (!reader.IsDBNull(17))
{
obj.PipeCondition = reader.GetString(17);
}
if (!reader.IsDBNull(18))
{
obj.PreviousFailures = reader.GetString(18);
}
if (!reader.IsDBNull(19))
{
obj.ShakingAmount = reader.GetString(19);
}
obj.ShakingDetected = Convert.ToInt32(reader.GetBoolean(20));
if (!reader.IsDBNull(21))
{
obj.ShakingTime = reader.GetString(21);
}
if (!reader.IsDBNull(22))
{
obj.SeverityOfVibration = reader.GetString(22);
}
obj.ReleasePreventionBarrier = Convert.ToInt32(reader.GetBoolean(23));
obj.ConcreteFoundation = Convert.ToInt32(reader.GetBoolean(24));
if (!reader.IsDBNull(25))
{
obj.ShellHeight = (float)reader.GetDouble(25);
}
if (!reader.IsDBNull(26))
{
obj.AllowableStress = (float)reader.GetDouble(26);
}
if (!reader.IsDBNull(27))
{
obj.WeldJointEfficiency = (float)reader.GetDouble(27);
}
if (!reader.IsDBNull(28))
{
obj.ComponentVolume = (float)reader.GetDouble(28);
}
if (!reader.IsDBNull(29))
{
obj.ConfidenceCorrosionRate = reader.GetString(29);
}
obj.MinimumStructuralThicknessGoverns = Convert.ToInt32(reader.GetBoolean(30));
if (!reader.IsDBNull(31))
{
obj.StructuralThickness = (float)reader.GetDouble(31);
}
if (!reader.IsDBNull(32))
{
obj.CracksCurrentCondition = reader.GetString(32);
}
obj.FabricatedSteel = Convert.ToInt32(reader.GetBoolean(33));
obj.EquipmentSatisfied = Convert.ToInt32(reader.GetBoolean(34));
obj.NominalOperatingConditions = Convert.ToInt32(reader.GetBoolean(35));
obj.CETGreaterOrEqual = Convert.ToInt32(reader.GetBoolean(36));
obj.CyclicServiceFatigueVibration = Convert.ToInt32(reader.GetBoolean(37));
obj.EquipmentCircuitShock = Convert.ToInt32(reader.GetBoolean(38));
obj.HTHADamageObserved = Convert.ToInt32(reader.GetBoolean(39));
obj.BrittleFractureThickness = (float)reader.GetDouble(40);
}
}
}
}
catch (Exception ex)
{
MessageBox.Show("GET DATA FAIL!" + ex.ToString(), "ERROR!");
}
finally
{
conn.Close();
conn.Dispose();
}
return(obj);
}
private void ShowDataToControl(int ID, string diameter, string thickness, string corrosionRate, string volumeUnit, string stressUnit)
{
RW_COMPONENT_BUS busCom = new RW_COMPONENT_BUS();
RW_COMPONENT comp = busCom.getData(ID);
BUS_UNITS convUnit = new BUS_UNITS();
if (diameter == "INCH")
{
txtTankDiameter.Text = (comp.NominalDiameter / convUnit.inch).ToString(); // converst mm sang in
}
else if (diameter == "MM")
{
txtTankDiameter.Text = comp.NominalDiameter.ToString(); // giữ nguyên
}
if (thickness == "MM")
{
txtNominalThickness.Text = comp.NominalThickness.ToString(); //giữ nguyên
txtMinRequiredThickness.Text = comp.MinReqThickness.ToString(); // giữ nguyên
txtCurrentThickness.Text = comp.CurrentThickness.ToString();
txtBrittleFractureThickness.Text = comp.BrittleFractureThickness.ToString();
txtStructuralThickness.Text = comp.StructuralThickness.ToString();
}
else if (thickness == "INCH")
{
txtNominalThickness.Text = (comp.NominalThickness / convUnit.inch).ToString(); //converst mm sang in
txtMinRequiredThickness.Text = (comp.MinReqThickness / convUnit.inch).ToString(); //convert mm sang in
txtCurrentThickness.Text = (comp.CurrentThickness / convUnit.inch).ToString();
txtBrittleFractureThickness.Text = (comp.BrittleFractureThickness / convUnit.inch).ToString();
txtStructuralThickness.Text = (comp.StructuralThickness / convUnit.inch).ToString();
}
if (corrosionRate == "MMYR")
{
txtCurrentCorrosionRate.Text = comp.CurrentCorrosionRate.ToString(); // converst mm sang mm
}
else
{
txtCurrentCorrosionRate.Text = (comp.CurrentCorrosionRate / convUnit.mil).ToString(); // converst mm sang mil
}
if (stressUnit == "KSI")
{
txtAllowableStress.Text = (comp.AllowableStress / convUnit.ksi).ToString();
}
else if (stressUnit == "PSI")
{
txtAllowableStress.Text = (comp.AllowableStress / convUnit.psi).ToString();
}
else if (stressUnit == "MPA")
{
txtAllowableStress.Text = (comp.AllowableStress).ToString();
}
else if (stressUnit == "BAR")
{
txtAllowableStress.Text = (comp.AllowableStress / convUnit.bar).ToString();
}
else if (stressUnit == "NM2")
{
txtAllowableStress.Text = (comp.AllowableStress / convUnit.NpM2).ToString();
}
else
{
txtAllowableStress.Text = (comp.AllowableStress / convUnit.NpCM2).ToString();
}
if (volumeUnit == "M3")
{
txtComponentVolume.Text = comp.ComponentVolume.ToString();
}
else
{
txtComponentVolume.Text = (comp.ComponentVolume / convUnit.ft3).ToString();
}
chkConcreteAsphalt.Checked = comp.ConcreteFoundation == 1 ? true : false;
chkPresenceCracks.Checked = comp.CracksPresent == 1 ? true : false;
chkPreventionBarrier.Checked = comp.ReleasePreventionBarrier == 1 ? true : false;
for (int i = 0; i < itemsBrinnellHardness.Length; i++)
{
if (itemsBrinnellHardness[i] == comp.BrinnelHardness)
{
cbMaxBrillnessHardness.SelectedIndex = i + 1;
break;
}
}
for (int i = 0; i < itemsComplexityProtrusion.Length; i++)
{
if (itemsComplexityProtrusion[i] == comp.ComplexityProtrusion)
{
cbComplexityProtrusion.SelectedIndex = i + 1;
break;
}
}
for (int i = 0; i < itemsSeverity.Length; i++)
{
if (itemsSeverity[i] == comp.SeverityOfVibration)
{
cbSeverityVibration.SelectedIndex = i + 1;
break;
}
}
}
public RW_COMPONENT getData(int ID, string diameter, string thickness, string corrosionRate, string volumeUnit, string stressUnit)
{
RW_COMPONENT comp = new RW_COMPONENT();
comp.ID = ID;
BUS_UNITS convUnit = new BUS_UNITS();
//Generic Properties
if (diameter == "MM")
{
comp.NominalDiameter = txtTankDiameter.Text != "" ? float.Parse(txtTankDiameter.Text) : 0;
}
else if (diameter == "INCH")
{
comp.NominalDiameter = txtTankDiameter.Text != "" ? (float)(double.Parse(txtTankDiameter.Text) * convUnit.inch) : 0; // in sang mm
}
if (thickness == "MM")
{
comp.NominalThickness = txtNominalThickness.Text != "" ? float.Parse(txtNominalThickness.Text) : 0;
comp.MinReqThickness = txtMinRequiredThickness.Text != "" ? float.Parse(txtMinRequiredThickness.Text) : 0;
comp.BrittleFractureThickness = txtBrittleFractureThickness.Text != "" ? float.Parse(txtBrittleFractureThickness.Text) : 0;
comp.StructuralThickness = txtStructuralThickness.Text != "" ? float.Parse(txtStructuralThickness.Text) : 0;
}
else if (thickness == "INCH")
{
comp.NominalThickness = txtNominalThickness.Text != "" ? (float)(double.Parse(txtNominalThickness.Text) * convUnit.inch) : 0; // in sang mm
comp.MinReqThickness = txtMinRequiredThickness.Text != "" ? (float)(double.Parse(txtMinRequiredThickness.Text) * convUnit.inch) : 0; // in sang mm
comp.BrittleFractureThickness = txtBrittleFractureThickness.Text != "" ? (float)(double.Parse(txtBrittleFractureThickness.Text) * convUnit.inch) : 0;
comp.StructuralThickness = txtStructuralThickness.Text != "" ? (float)(double.Parse(txtStructuralThickness.Text) * convUnit.inch) : 0;
}
if (corrosionRate == "MMYR")
{
comp.CurrentCorrosionRate = txtCurrentCorrosionRate.Text != "" ? (float)double.Parse(txtCurrentCorrosionRate.Text) : 0;
}
else
{
comp.CurrentCorrosionRate = txtCurrentCorrosionRate.Text != "" ? (float)(double.Parse(txtCurrentCorrosionRate.Text) * convUnit.mil) : 0; // mil/yr sang mm/yr
}
if (volumeUnit == "M3")
{
comp.ComponentVolume = txtComponentVolume.Text != "" ? float.Parse(txtComponentVolume.Text) : 0;
}
else
{
comp.ComponentVolume = txtComponentVolume.Text != "" ? (float)(double.Parse(txtComponentVolume.Text) * convUnit.ft3) : 0;
}
if (stressUnit == "KSI")
{
comp.AllowableStress = txtAllowableStress.Text != "" ? (float)(double.Parse(txtAllowableStress.Text) * convUnit.ksi) : 0;
}
else if (stressUnit == "PSI")
{
comp.AllowableStress = txtAllowableStress.Text != "" ? (float)(double.Parse(txtAllowableStress.Text) * convUnit.psi) : 0;
}
else if (stressUnit == "MPA")
{
comp.AllowableStress = txtAllowableStress.Text != "" ? float.Parse(txtAllowableStress.Text) : 0;
}
else if (stressUnit == "BAR")
{
comp.AllowableStress = txtAllowableStress.Text != "" ? (float)(double.Parse(txtAllowableStress.Text) * convUnit.bar) : 0;
}
else if (stressUnit == "NM2")
{
comp.AllowableStress = txtAllowableStress.Text != "" ? (float)(double.Parse(txtAllowableStress.Text) * convUnit.NpM2) : 0;
}
else
{
comp.AllowableStress = txtAllowableStress.Text != "" ? (float)(double.Parse(txtAllowableStress.Text) * convUnit.NpCM2) : 0;
}
comp.WeldJointEfficiency = txtWeldJointEfficiency.Text != "" ? float.Parse(txtWeldJointEfficiency.Text) : 0;
comp.ConfidenceCorrosionRate = cbConfidenceCorrosionRate.Text;
comp.CracksPresent = chkPresenceCracks.Checked ? 1 : 0;
comp.MinimumStructuralThicknessGoverns = chkMinimumStructuralThicknessGoverns.Checked ? 1 : 0;
//Governing Stress Corrosion Cracking Damage Factor
comp.BrinnelHardness = cbMaxBrillnessHardness.Text;
//Governing Brittle Fracture Damage Factor
comp.FabricatedSteel = chkFabricatedSteel.Checked ? 1 : 0;
comp.EquipmentSatisfied = chkEquipmentSatisfied.Checked ? 1 : 0;
comp.NominalOperatingConditions = chkNominalOperatingConditions.Checked ? 1 : 0;
comp.CETGreaterOrEqual = chkCETGreaterOrEqual.Checked ? 1 : 0;
comp.CyclicServiceFatigueVibration = chkCyclicServiceFatigueVibration.Checked ? 1 : 0;
comp.EquipmentCircuitShock = chkEquipmentCircuitShock.Checked ? 1 : 0;
//Governing Fatigue Damage Factor
comp.SeverityOfVibration = cbSeverityVibration.Text;
//Governing External Damage Factor
comp.ComplexityProtrusion = cbComplexityProtrusion.Text;
//Tank Consequence of Falure
comp.ConcreteFoundation = chkConcreteAsphalt.Checked ? 1 : 0;
comp.ShellHeight = txtShellHeight.Text != "" ? float.Parse(txtShellHeight.Text) : 0;
comp.ReleasePreventionBarrier = chkPreventionBarrier.Checked ? 1 : 0;
return(comp);
}
public RW_COMPONENT getData(int ID, string diameter, string thickness, string corrosionRate) // save vao base
{
RW_COMPONENT comp = new RW_COMPONENT();
RW_ASSESSMENT_BUS assBus = new RW_ASSESSMENT_BUS();
BUS_UNITS convUnit = new BUS_UNITS();
comp.ID = ID;
// mai
if (diameter == "mm")
{
comp.NominalDiameter = txtNominalDiameter.Text != "" ? float.Parse(txtNominalDiameter.Text) : 0;
}
else if (diameter == "in")
{
comp.NominalDiameter = txtNominalDiameter.Text != "" ? (float)(double.Parse(txtNominalDiameter.Text) * convUnit.inch) : 0; // in sang mm
}
else
{
comp.NominalDiameter = txtNominalDiameter.Text != "" ? float.Parse(txtNominalDiameter.Text) * 1000 : 0; // m sang mm
}
if (thickness == "mm")
{
comp.NominalThickness = txtNominalThickness.Text != "" ? float.Parse(txtNominalThickness.Text) : 0;
comp.CurrentThickness = txtCurrentThickness.Text != "" ? float.Parse(txtCurrentThickness.Text) : 0;
comp.MinReqThickness = txtMinRequiredThickness.Text != "" ? float.Parse(txtMinRequiredThickness.Text) : 0;
}
else if (thickness == "in")
{
comp.NominalThickness = txtNominalThickness.Text != "" ? (float)(double.Parse(txtNominalThickness.Text) * convUnit.inch) : 0; // in sang mm
comp.CurrentThickness = txtCurrentThickness.Text != "" ? (float)(double.Parse(txtCurrentThickness.Text) * convUnit.inch) : 0; // in sang mm
comp.MinReqThickness = txtMinRequiredThickness.Text != "" ? (float)(double.Parse(txtMinRequiredThickness.Text) * convUnit.inch) : 0; // in sang mm
}
else
{
comp.NominalThickness = txtNominalThickness.Text != "" ? (float)(double.Parse(txtNominalThickness.Text) * 1000) : 0; // m sang mm
comp.CurrentThickness = txtCurrentThickness.Text != "" ? (float)(double.Parse(txtCurrentThickness.Text) * 1000) : 0; // m sang mm
comp.MinReqThickness = txtMinRequiredThickness.Text != "" ? (float)(double.Parse(txtMinRequiredThickness.Text) * 1000) : 0; // m sang mm
}
if (corrosionRate == "mm/yr")
{
comp.CurrentCorrosionRate = txtCurrentCorrosionRate.Text != "" ? (float)double.Parse(txtCurrentCorrosionRate.Text) : 0;
}
else
{
comp.CurrentCorrosionRate = txtCurrentCorrosionRate.Text != "" ? (float)(double.Parse(txtCurrentCorrosionRate.Text) * convUnit.mil) : 0; // mil/yr sang mm/yr
}
// end mai
comp.BranchDiameter = cbBranchDiameter.Text;
comp.BranchJointType = cbJointTypeBranch.Text;
comp.BrinnelHardness = cbMaxBrillnessHardness.Text;
comp.CracksPresent = chkPresenceCracks.Checked ? 1 : 0;
comp.ComplexityProtrusion = cbComplexityProtrusion.Text;
comp.ChemicalInjection = chkPresenceInjectionMixPoint.Checked ? 1 : 0;
comp.HighlyInjectionInsp = chkHighlyEffectiveMixPoint.Checked ? 1 : 0;
comp.CorrectiveAction = cbCorrectiveAction.Text;
comp.CyclicLoadingWitin15_25m = cbCyclicLoading.Text;
comp.DamageFoundInspection = chkDamageFoundDuringInspection.Checked ? 1 : 0;
comp.DeltaFATT = txtDeltaFATT.Text != "" ? float.Parse(txtDeltaFATT.Text) : 0;
comp.NumberPipeFittings = cbNumberFittingPipe.Text;
comp.PipeCondition = cbPipeCondition.Text;
comp.PreviousFailures = cbPreviousFailures.Text;
comp.ShakingAmount = cbAmountShakingPipe.Text;
comp.ShakingDetected = chkVisibleAudible.Checked ? 1 : 0;
comp.ShakingTime = cbAccumalatedTimeShakingPipe.Text;
comp.TrampElements = chkTrampElements.Checked ? 1 : 0;
//comp.ShellHeight cua shell
//comp.ReleasePreventionBarrier = cua tank
//comp.ConcreteFoundation = cua tank bottom
//comp.SeverityOfVibration cua tank
return(comp);
}
public RW_COMPONENT getData(int ID, string diameter, string thickness, string corrosionRate, string volumeUnit, string stressUnit) // save vao base
{
RW_COMPONENT comp = new RW_COMPONENT();
RW_ASSESSMENT_BUS assBus = new RW_ASSESSMENT_BUS();
BUS_UNITS convUnit = new BUS_UNITS();
comp.ID = ID;
// Generic Properties
if (diameter == "MM")
{
comp.NominalDiameter = txtNominalDiameter.Text != "" ? float.Parse(txtNominalDiameter.Text) : 0;
}
else if (diameter == "INCH")
{
comp.NominalDiameter = txtNominalDiameter.Text != "" ? (float)(double.Parse(txtNominalDiameter.Text) * convUnit.inch) : 0; // in sang mm
}
if (thickness == "MM")
{
comp.CurrentThickness = txtCurrentThickness.Text != "" ? float.Parse(txtCurrentThickness.Text) : 0;
comp.NominalThickness = txtNominalThickness.Text != "" ? float.Parse(txtNominalThickness.Text) : 0;
comp.MinReqThickness = txtMinRequiredThickness.Text != "" ? float.Parse(txtMinRequiredThickness.Text) : 0;
comp.BrittleFractureThickness = txtBrittleFractureThickness.Text != "" ? float.Parse(txtBrittleFractureThickness.Text) : 0;
comp.StructuralThickness = txtStructuralThickness.Text != "" ? float.Parse(txtStructuralThickness.Text) : 0;
}
else if (thickness == "INCH")
{
comp.CurrentThickness = txtCurrentThickness.Text != "" ? (float)(double.Parse(txtCurrentThickness.Text) * convUnit.inch) : 0;
comp.NominalThickness = txtNominalThickness.Text != "" ? (float)(double.Parse(txtNominalThickness.Text) * convUnit.inch) : 0; // in sang mm
comp.MinReqThickness = txtMinRequiredThickness.Text != "" ? (float)(double.Parse(txtMinRequiredThickness.Text) * convUnit.inch) : 0; // in sang mm
comp.BrittleFractureThickness = txtBrittleFractureThickness.Text != "" ? (float)(double.Parse(txtBrittleFractureThickness.Text) * convUnit.inch) : 0;
comp.StructuralThickness = txtStructuralThickness.Text != "" ? (float)(double.Parse(txtStructuralThickness.Text) * convUnit.inch) : 0;
}
if (corrosionRate == "MMYR")
{
comp.CurrentCorrosionRate = txtCurrentCorrosionRate.Text != "" ? (float)double.Parse(txtCurrentCorrosionRate.Text) : 0;
}
else
{
comp.CurrentCorrosionRate = txtCurrentCorrosionRate.Text != "" ? (float)(double.Parse(txtCurrentCorrosionRate.Text) * convUnit.mil) : 0; // mil/yr sang mm/yr
}
if (volumeUnit == "M3")
{
comp.ComponentVolume = txtComponentVolume.Text != "" ? float.Parse(txtComponentVolume.Text) : 0;
}
else
{
comp.ComponentVolume = txtComponentVolume.Text != "" ? (float)(double.Parse(txtComponentVolume.Text) * convUnit.ft3) : 0;
}
if (stressUnit == "KSI")
{
comp.AllowableStress = txtAllowableStress.Text != "" ? (float)(double.Parse(txtAllowableStress.Text) * convUnit.ksi) : 0;
}
else if (stressUnit == "PSI")
{
comp.AllowableStress = txtAllowableStress.Text != "" ? (float)(double.Parse(txtAllowableStress.Text) * convUnit.psi) : 0;
}
else if (stressUnit == "MPA")
{
comp.AllowableStress = txtAllowableStress.Text != "" ? float.Parse(txtAllowableStress.Text) : 0;
}
else if (stressUnit == "BAR")
{
comp.AllowableStress = txtAllowableStress.Text != "" ? (float)(double.Parse(txtAllowableStress.Text) * convUnit.bar) :0;
}
else if (stressUnit == "NM2")
{
comp.AllowableStress = txtAllowableStress.Text != "" ? (float)(double.Parse(txtAllowableStress.Text) * convUnit.NpM2) :0;
}
else
{
comp.AllowableStress = txtAllowableStress.Text != "" ? (float)(double.Parse(txtAllowableStress.Text) * convUnit.NpCM2) : 0;
}
comp.WeldJointEfficiency = txtWeldJointEfficiency.Text != "" ? float.Parse(txtWeldJointEfficiency.Text) : 0;
comp.ConfidenceCorrosionRate = cbConfidenceCorrosionRate.Text;
comp.CracksPresent = chkPresenceCracks.Checked ? 1 : 0;
comp.MinimumStructuralThicknessGoverns = chkMinimumStructuralThicknessGoverns.Checked ? 1 : 0;
//Governing Brittle Fracture Damage Factor
comp.DeltaFATT = txtDeltaFATT.Text != "" ? float.Parse(txtDeltaFATT.Text) : 0;
comp.FabricatedSteel = chkFabricatedSteel.Checked ? 1 : 0;
comp.EquipmentSatisfied = chkEquipmentSatisfied.Checked ? 1 : 0;
comp.NominalOperatingConditions = chkNominalOperating.Checked ? 1 : 0;
comp.CETGreaterOrEqual = chkCETGreaterOrEqual.Checked ? 1 : 0;
comp.CyclicServiceFatigueVibration = chkCyclicServiceFatigueVibration.Checked ? 1 : 0;
comp.EquipmentCircuitShock = chkEquipmentCircuitShock.Checked ? 1 : 0;
//High Temperatur Hydrogen Attack Damage Factor
comp.HTHADamageObserved = chkHTHADamageObserved.Checked ? 1 : 0;
//Governing Stress Corrosion Cracking Damage Factor
comp.BrinnelHardness = cbMaxBrillnessHardness.Text;
//Governing External Damage Factor
comp.ComplexityProtrusion = cbComplexityProtrusion.Text;
//Fatigue Damage Factor
comp.BranchDiameter = cbBranchDiameter.Text;
comp.BranchJointType = cbJointTypeBranch.Text;
comp.CorrectiveAction = cbCorrectiveAction.Text;
comp.CyclicLoadingWitin15_25m = cbCyclicLoading.Text;
comp.NumberPipeFittings = cbNumberFittingPipe.Text;
comp.PipeCondition = cbPipeCondition.Text;
comp.PreviousFailures = cbPreviousFailures.Text;
comp.ShakingAmount = cbAmountShakingPipe.Text;
comp.ShakingDetected = chkVisibleAudible.Checked ? 1 : 0;
comp.ShakingTime = cbAccumalatedTimeShakingPipe.Text;
return(comp);
}
public void edit(RW_COMPONENT obj)
{
DAL.edit(obj.ID, obj.NominalDiameter, obj.NominalThickness, obj.CurrentThickness, obj.MinReqThickness, obj.CurrentCorrosionRate, obj.BranchDiameter, obj.BranchJointType, obj.BrinnelHardness, obj.ChemicalInjection, obj.HighlyInjectionInsp, obj.ComplexityProtrusion, obj.CorrectiveAction, obj.CracksPresent, obj.CyclicLoadingWitin15_25m, obj.DamageFoundInspection, obj.DeltaFATT, obj.NumberPipeFittings, obj.PipeCondition, obj.PreviousFailures, obj.ShakingAmount, obj.ShakingDetected, obj.ShakingTime, obj.TrampElements, obj.ShellHeight, obj.ReleasePreventionBarrier, obj.ConcreteFoundation, obj.SeverityOfVibration);
}
private void ShowDataToControl(int ID, string diameter, string thickness, string corrosionRate)
{
RW_COMPONENT_BUS busCom = new RW_COMPONENT_BUS();
RW_COMPONENT com = busCom.getData(ID);
BUS_UNITS convUnit = new BUS_UNITS();
if (diameter == "in")
{
txtTankDiameter.Text = (com.NominalDiameter / convUnit.inch).ToString(); // converst mm sang in
}
else if (diameter == "mm")
{
txtTankDiameter.Text = com.NominalDiameter.ToString(); // giữ nguyên
}
else
{
txtTankDiameter.Text = (com.NominalDiameter / 1000).ToString(); // converst mm sang m
}
if (thickness == "mm")
{
txtNominalThickness.Text = com.NominalThickness.ToString(); //giữ nguyên
txtCurrentThickness.Text = com.CurrentThickness.ToString(); // giữ nguyên
txtMinRequiredThickness.Text = com.MinReqThickness.ToString(); // giữ nguyên
}
else if (thickness == "in")
{
txtNominalThickness.Text = (com.NominalThickness / convUnit.inch).ToString(); //converst mm sang in
txtCurrentThickness.Text = (com.CurrentThickness / convUnit.inch).ToString(); //converst mm sang in
txtMinRequiredThickness.Text = (com.MinReqThickness / convUnit.inch).ToString(); //converst mm sang in
}
else
{
txtNominalThickness.Text = (com.NominalThickness / 1000).ToString(); // converst mm sang m
txtCurrentThickness.Text = (com.CurrentThickness / 1000).ToString(); // converst mm sang m
txtMinRequiredThickness.Text = (com.MinReqThickness / 1000).ToString(); // converst mm sang m
}
if (corrosionRate == "mm/yr")
{
txtCurrentCorrosionRate.Text = com.CurrentCorrosionRate.ToString(); // converst mm sang mm
}
else
{
txtCurrentCorrosionRate.Text = (com.CurrentCorrosionRate / convUnit.mil).ToString(); // converst mm sang mil
}
txtShellCourseHeight.Text = com.ShellHeight.ToString();
chkDamageFoundDuringInspection.Checked = com.DamageFoundInspection == 1 ? true : false;
chkConcreteAsphalt.Checked = com.ConcreteFoundation == 1 ? true : false;
chkPresenceCracks.Checked = com.CracksPresent == 1 ? true : false;
chkPreventionBarrier.Checked = com.ReleasePreventionBarrier == 1 ? true : false;
chkTrampElements.Checked = com.TrampElements == 1 ? true : false;
for (int i = 0; i < itemsBrinnellHardness.Length; i++)
{
if (itemsBrinnellHardness[i] == com.BrinnelHardness)
{
cbMaxBrillnessHardness.SelectedIndex = i + 1;
break;
}
}
for (int i = 0; i < itemsComplexityProtrusion.Length; i++)
{
if (itemsComplexityProtrusion[i] == com.ComplexityProtrusion)
{
cbComplexityProtrusion.SelectedIndex = i + 1;
break;
}
}
for (int i = 0; i < itemsSeverity.Length; i++)
{
if (itemsSeverity[i] == com.SeverityOfVibration)
{
cbSeverityVibration.SelectedIndex = i + 1;
break;
}
}
}
public RW_COMPONENT getData(int ID, string diameter, string thickness, string corrosionRate)
{
RW_COMPONENT comp = new RW_COMPONENT();
comp.ID = ID;
BUS_UNITS convUnit = new BUS_UNITS();
if (diameter == "mm")
{
comp.NominalDiameter = txtTankDiameter.Text != "" ? float.Parse(txtTankDiameter.Text) : 0;
}
else if (diameter == "in")
{
comp.NominalDiameter = txtTankDiameter.Text != "" ? (float)(double.Parse(txtTankDiameter.Text) * convUnit.inch) : 0; // in sang mm
}
else
{
comp.NominalDiameter = txtTankDiameter.Text != "" ? float.Parse(txtTankDiameter.Text) * 1000 : 0; // m sang mm
}
//comp.NominalDiameter = txtTankDiameter.Text != "" ? float.Parse(txtTankDiameter.Text) : 0;
if (thickness == "mm")
{
comp.NominalThickness = txtNominalThickness.Text != "" ? float.Parse(txtNominalThickness.Text) : 0;
comp.CurrentThickness = txtCurrentThickness.Text != "" ? float.Parse(txtCurrentThickness.Text) : 0;
comp.MinReqThickness = txtMinRequiredThickness.Text != "" ? float.Parse(txtMinRequiredThickness.Text) : 0;
}
else if (thickness == "in")
{
comp.NominalThickness = txtNominalThickness.Text != "" ? (float)(double.Parse(txtNominalThickness.Text) * convUnit.inch) : 0; // in sang mm
comp.CurrentThickness = txtCurrentThickness.Text != "" ? (float)(double.Parse(txtCurrentThickness.Text) * convUnit.inch) : 0; // in sang mm
comp.MinReqThickness = txtMinRequiredThickness.Text != "" ? (float)(double.Parse(txtMinRequiredThickness.Text) * convUnit.inch) : 0; // in sang mm
}
else
{
comp.NominalThickness = txtNominalThickness.Text != "" ? (float)(double.Parse(txtNominalThickness.Text) * 1000) : 0; // m sang mm
comp.CurrentThickness = txtCurrentThickness.Text != "" ? (float)(double.Parse(txtCurrentThickness.Text) * 1000) : 0; // m sang mm
comp.MinReqThickness = txtMinRequiredThickness.Text != "" ? (float)(double.Parse(txtMinRequiredThickness.Text) * 1000) : 0; // m sang mm
}
//comp.NominalThickness = txtNominalThickness.Text != "" ? float.Parse(txtNominalThickness.Text) : 0;
//comp.CurrentThickness = txtCurrentThickness.Text != "" ? float.Parse(txtCurrentThickness.Text) : 0;
//comp.MinReqThickness = txtMinRequiredThickness.Text != "" ? float.Parse(txtMinRequiredThickness.Text) : 0;
if (corrosionRate == "mm/yr")
{
comp.CurrentCorrosionRate = txtCurrentCorrosionRate.Text != "" ? (float)double.Parse(txtCurrentCorrosionRate.Text) : 0;
}
else
{
comp.CurrentCorrosionRate = txtCurrentCorrosionRate.Text != "" ? (float)(double.Parse(txtCurrentCorrosionRate.Text) * convUnit.mil) : 0; // mil/yr sang mm/yr
}
//comp.CurrentCorrosionRate = txtCurrentCorrosionRate.Text != "" ? float.Parse(txtCurrentCorrosionRate.Text) : 0;
comp.BrinnelHardness = cbMaxBrillnessHardness.Text;
comp.SeverityOfVibration = cbSeverityVibration.Text;
comp.ComplexityProtrusion = cbComplexityProtrusion.Text;
comp.DamageFoundInspection = chkDamageFoundDuringInspection.Checked ? 1 : 0;
comp.CracksPresent = chkPresenceCracks.Checked ? 1 : 0;
comp.TrampElements = chkTrampElements.Checked ? 1 : 0;
//kiem tra dieu kien API Component Type -> Disable control cua shell hoac cua bottom
//tank Shell Course
comp.ShellHeight = txtShellCourseHeight.Text != "" ? float.Parse(txtShellCourseHeight.Text) : 0;
//tank bottom
comp.ConcreteFoundation = chkConcreteAsphalt.Checked ? 1 : 0;
comp.ReleasePreventionBarrier = chkPreventionBarrier.Checked ? 1 : 0;
return(comp);
}
