private static void setPREFERENCES_CONCRETE_DESIGN_ACI_318_14(Model model, List <Dictionary <string, string> > table)
{
foreach (Dictionary <string, string> tableRow in table)
{
ACI_318_14_Preferences preferences = new ACI_318_14_Preferences
{
MultiResponseCase = Enums.EnumLibrary.ConvertStringToEnumByDescription <eMultiResponseCase>(tableRow["THDesign"]),
NumberOfInteractionCurves = Adaptor.toInteger(tableRow["NumCurves"]),
NumberOfInteractionPoints = Adaptor.toInteger(tableRow["NumPoints"]),
ConsiderMinimumEccentricity = Adaptor.fromYesNo(tableRow["MinEccen"]),
PatternLiveLoadFactor = Adaptor.toDouble(tableRow["PatLLF"]),
UtilizationFactorLimit = Adaptor.toDouble(tableRow["UFLimit"]),
SeismicCategory = Enums.EnumLibrary.ConvertStringToEnumByDescription <ACI_318_14_Preferences.SeismicCategories>(tableRow["SeisCat"]),
Rho = Adaptor.toDouble(tableRow["Rho"]),
Sds = Adaptor.toDouble(tableRow["Sds"]),
PhiT = Adaptor.toDouble(tableRow["PhiT"]),
PhiCTied = Adaptor.toDouble(tableRow["PhiCTied"]),
PhiCSpiral = Adaptor.toDouble(tableRow["PhiCSpiral"]),
PhiV = Adaptor.toDouble(tableRow["PhiV"]),
PhiVSeismic = Adaptor.toDouble(tableRow["PhiVSeismic"]),
PhiVJoint = Adaptor.toDouble(tableRow["PhiVJoint"])
};
model.Design.ConcreteDesigner.ConcreteDesignPreferences = ConcreteDesignPreferences <ACI_318_14_Preferences> .Factory(preferences);
}
}
private static void setPREFERENCES_CONCRETE_DESIGN_NZS_3101_06(Model model, List <Dictionary <string, string> > table)
{
foreach (Dictionary <string, string> tableRow in table)
{
NZS_3101_2006_Preferences preferences = new NZS_3101_2006_Preferences
{
MultiResponseCase = Enums.EnumLibrary.ConvertStringToEnumByDescription <eMultiResponseCase>(tableRow["THDesign"]),
NumberOfInteractionCurves = Adaptor.toInteger(tableRow["NumCurves"]),
NumberOfInteractionPoints = Adaptor.toInteger(tableRow["NumPoints"]),
ConsiderMinimumEccentricity = Adaptor.fromYesNo(tableRow["MinEccen"]),
PatternLiveLoadFactor = Adaptor.toDouble(tableRow["PatLLF"]),
UtilizationFactorLimit = Adaptor.toDouble(tableRow["UFLimit"]),
PhiB = Adaptor.toDouble(tableRow["PhiB"]),
PhiT = Adaptor.toDouble(tableRow["PhiT"]),
PhiC = Adaptor.toDouble(tableRow["PhiC"]),
PhiV = Adaptor.toDouble(tableRow["PhiV"]),
Omega = Adaptor.toDouble(tableRow["Omega"]),
PhiZero = Adaptor.toDouble(tableRow["PhiZero"]),
Rm = Adaptor.toDouble(tableRow["Rm"]),
Rv = Adaptor.toDouble(tableRow["Rv"])
};
model.Design.ConcreteDesigner.ConcreteDesignPreferences = ConcreteDesignPreferences <NZS_3101_2006_Preferences> .Factory(preferences);
}
}
private static void setPREFERENCES_CONCRETE_DESIGN_ITALIAN_NTC_2008(Model model, List <Dictionary <string, string> > table)
{
foreach (Dictionary <string, string> tableRow in table)
{
NTC_2008_Preferences preferences = new NTC_2008_Preferences
{
MultiResponseCase = Enums.EnumLibrary.ConvertStringToEnumByDescription <eMultiResponseCase>(tableRow["THDesign"]),
NumberOfInteractionCurves = Adaptor.toInteger(tableRow["NumCurves"]),
NumberOfInteractionPoints = Adaptor.toInteger(tableRow["NumPoints"]),
ConsiderMinimumEccentricity = Adaptor.fromYesNo(tableRow["MinEccen"]),
PatternLiveLoadFactor = Adaptor.toDouble(tableRow["PatLLF"]),
UtilizationFactorLimit = Adaptor.toDouble(tableRow["UFLimit"]),
GammaS = Adaptor.toDouble(tableRow["GammaS"]),
GammaC = Adaptor.toDouble(tableRow["GammaC"]),
Theta0 = Adaptor.toDouble(tableRow["Theta0"]),
AlphaCC = Adaptor.toDouble(tableRow["AlphaCC"]),
AlphaCT = Adaptor.toDouble(tableRow["AlphaCT"]),
AlphaLCC = Adaptor.toDouble(tableRow["AlphaLCC"]),
AlphaLCT = Adaptor.toDouble(tableRow["AlphaLCT"]),
DesignCombinationEquation = Enums.EnumLibrary.ConvertStringToEnumByDescription <NTC_2008_Preferences.DesignCombinationEquations>(tableRow["CombosEq"]),
ReliabilityClass = Enums.EnumLibrary.ConvertStringToEnumByDescription <NTC_2008_Preferences.ReliabilityClasses>(tableRow["RelClass"]),
SecondOrderMethod = Enums.EnumLibrary.ConvertStringToEnumByDescription <NTC_2008_Preferences.SecondOrderMethods>(tableRow["SOM"])
};
model.Design.ConcreteDesigner.ConcreteDesignPreferences = ConcreteDesignPreferences <NTC_2008_Preferences> .Factory(preferences);
}
}
private static void setPREFERENCES_CONCRETE_DESIGN_TS_500_2000(Model model, List <Dictionary <string, string> > table)
{
foreach (Dictionary <string, string> tableRow in table)
{
TS_500_2000_Preferences preferences = new TS_500_2000_Preferences
{
MultiResponseCase = Enums.EnumLibrary.ConvertStringToEnumByDescription <eMultiResponseCase>(tableRow["THDesign"]),
NumberOfInteractionCurves = Adaptor.toInteger(tableRow["NumCurves"]),
NumberOfInteractionPoints = Adaptor.toInteger(tableRow["NumPoints"]),
ConsiderMinimumEccentricity = Adaptor.fromYesNo(tableRow["MinEccen"]),
PatternLiveLoadFactor = Adaptor.toDouble(tableRow["PatLLF"]),
UtilizationFactorLimit = Adaptor.toDouble(tableRow["UFLimit"]),
};
model.Design.ConcreteDesigner.ConcreteDesignPreferences = ConcreteDesignPreferences <TS_500_2000_Preferences> .Factory(preferences);
}
}
