private static void setPREFERENCES_STEEL_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"]),
FrameType = Enums.EnumLibrary.ConvertStringToEnumByDescription <NTC_2008_Preferences.FrameTypes>(tableRow["FrameType"]),
PatternLiveLoadFactor = Adaptor.toDouble(tableRow["PatLLF"]),
DemandCapacityRatioLimit = Adaptor.toDouble(tableRow["SRatioLimit"]),
MaximumIterations = Adaptor.toInteger(tableRow["MaxIter"]),
IsDeflectionConsidered = Adaptor.fromYesNo(tableRow["CheckDefl"]),
RatioDL = Adaptor.toDouble(tableRow["DLRat"]),
RatioSDLAndLL = Adaptor.toDouble(tableRow["SDLAndLLRat"]),
RatioLL = Adaptor.toDouble(tableRow["LLRat"]),
RatioTotal = Adaptor.toDouble(tableRow["TotalRat"]),
RatioNet = Adaptor.toDouble(tableRow["NetRat"]),
GammaM0 = Adaptor.toDouble(tableRow["GammaM0"]),
GammaM1 = Adaptor.toDouble(tableRow["GammaM1"]),
GammaM2 = Adaptor.toDouble(tableRow["GammaM2"]),
UseSeismicCode = Adaptor.fromYesNo(tableRow["SeisCode"]),
UseSeismicLoading = Adaptor.fromYesNo(tableRow["SeisLoad"]),
IsDoublerPlatePlugWelded = Adaptor.fromYesNo(tableRow["PlugWeld"]),
DesignCombinationEquation = Enums.EnumLibrary.ConvertStringToEnumByDescription <NTC_2008_Preferences.DesignCombinationEquations>(tableRow["CombosEq"]),
ReliabilityClass = Enums.EnumLibrary.ConvertStringToEnumByDescription <NTC_2008_Preferences.ReliabilityClasses>(tableRow["RelClass"]),
InteractionFactorsMethod = Enums.EnumLibrary.ConvertStringToEnumByDescription <NTC_2008_Preferences.InteractionFactorsMethods>(tableRow["KFactorMethod"]),
q0 = Adaptor.toDouble(tableRow["q"]),
Omega = Adaptor.toDouble(tableRow["Omega"])
};
model.Design.SteelDesigner.SteelDesignPreferences.UpdateItem(
SteelDesignPreferences <NTC_2008_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);
}
}
