private static void setPREFERENCES_STEEL_DESIGN_KBC_2009(Model model, List <Dictionary <string, string> > table)
{
foreach (Dictionary <string, string> tableRow in table)
{
KBC_2009_Preferences preferences = new KBC_2009_Preferences
{
MultiResponseCase = Enums.EnumLibrary.ConvertStringToEnumByDescription <eMultiResponseCase>(tableRow["THDesign"]),
FrameType = Enums.EnumLibrary.ConvertStringToEnumByDescription <KBC_2009_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"]),
PhiB = Adaptor.toDouble(tableRow["PhiB"]),
PhiC = Adaptor.toDouble(tableRow["PhiC"]),
PhiTY = Adaptor.toDouble(tableRow["PhiTY"]),
PhiTF = Adaptor.toDouble(tableRow["PhiTF"]),
PhiV = Adaptor.toDouble(tableRow["PhiV"]),
PhiVRolledI = Adaptor.toDouble(tableRow["PhiVRolledI"]),
PhiVT = Adaptor.toDouble(tableRow["PhiVT"]),
UseSeismicCode = Adaptor.fromYesNo(tableRow["SeisCode"]),
UseSeismicLoading = Adaptor.fromYesNo(tableRow["SeisLoad"]),
IsDoublerPlatePlugWelded = Adaptor.fromYesNo(tableRow["PlugWeld"]),
HSSWeldingType = Enums.EnumLibrary.ConvertStringToEnumByDescription <KBC_2009_Preferences.HSSWeldingTypes>(tableRow["HSSWelding"]),
ReduceHSSThickness = Adaptor.fromYesNo(tableRow["HSSReduceT"]),
AnalysisMethod = Enums.EnumLibrary.ConvertStringToEnumByDescription <KBC_2009_Preferences.AnalysisMethods>(tableRow["AMethod"]),
SecondOrderMethod = Enums.EnumLibrary.ConvertStringToEnumByDescription <KBC_2009_Preferences.SecondOrderMethods>(tableRow["SOMethod"]),
StiffnessReductionMethod = Enums.EnumLibrary.ConvertStringToEnumByDescription <KBC_2009_Preferences.StiffnessReductionMethods>(tableRow["SRMethod"]),
SeismicDesignCategory = Enums.EnumLibrary.ConvertStringToEnumByDescription <KBC_2009_Preferences.SeismicDesignCategories>(tableRow["SDC"]),
ImportanceFactor = Adaptor.toDouble(tableRow["ImpFactor"]),
Rho = Adaptor.toDouble(tableRow["SystemRho"]),
Sds = Adaptor.toDouble(tableRow["SystemSds"]),
R = Adaptor.toDouble(tableRow["SystemR"]),
Cd = Adaptor.toDouble(tableRow["SystemCd"]),
Omega0 = Adaptor.toDouble(tableRow["Omega0"]),
NLCoeff = Adaptor.toDouble(tableRow["NLCoeff"])
};
model.Design.SteelDesigner.SteelDesignPreferences.UpdateItem(
SteelDesignPreferences <KBC_2009_Preferences> .Factory(preferences)
);
}
}
private static void setPREFERENCES_CONCRETE_DESIGN_KBC_2009(Model model, List <Dictionary <string, string> > table)
{
foreach (Dictionary <string, string> tableRow in table)
{
KBC_2009_Preferences preferences = new KBC_2009_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"]),
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"]),
PhiVJoint = Adaptor.toDouble(tableRow["PhiVJoint"])
};
model.Design.ConcreteDesigner.ConcreteDesignPreferences = ConcreteDesignPreferences <KBC_2009_Preferences> .Factory(preferences);
}
}
