private static void setPREFERENCES_STEEL_DESIGN_NZS_3404_1997(Model model, List <Dictionary <string, string> > table)
{
foreach (Dictionary <string, string> tableRow in table)
{
NZS_3404_1997_Preferences preferences = new NZS_3404_1997_Preferences
{
MultiResponseCase = Enums.EnumLibrary.ConvertStringToEnumByDescription <eMultiResponseCase>(tableRow["THDesign"]),
FrameType = Enums.EnumLibrary.ConvertStringToEnumByDescription <NZS_3404_1997_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"]),
AnalysisMethod = Enums.EnumLibrary.ConvertStringToEnumByDescription <NZS_3404_1997_Preferences.AnalysisMethods>(tableRow["AMethod"]),
SteelType = Enums.EnumLibrary.ConvertStringToEnumByDescription <NZS_3404_1997_Preferences.SteelTypes>(tableRow["SteelType"])
};
model.Design.SteelDesigner.SteelDesignPreferences.UpdateItem(
SteelDesignPreferences <NZS_3404_1997_Preferences> .Factory(preferences)
);
}
}
private static void setPREFERENCES_STEEL_DESIGN_INDIAN_IS_800_2007(Model model, List <Dictionary <string, string> > table)
{
foreach (Dictionary <string, string> tableRow in table)
{
IS_800_2007_Preferences preferences = new IS_800_2007_Preferences
{
MultiResponseCase = Enums.EnumLibrary.ConvertStringToEnumByDescription <eMultiResponseCase>(tableRow["THDesign"]),
FrameType = Enums.EnumLibrary.ConvertStringToEnumByDescription <IS_800_2007_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"])
};
model.Design.SteelDesigner.SteelDesignPreferences.UpdateItem(
SteelDesignPreferences <IS_800_2007_Preferences> .Factory(preferences)
);
}
}
private static void setPREFERENCES_STEEL_DESIGN_ITALIAN_NTC_2018(Model model, List <Dictionary <string, string> > table)
{
foreach (Dictionary <string, string> tableRow in table)
{
NTC_2018_Preferences preferences = new NTC_2018_Preferences
{
MultiResponseCase = Enums.EnumLibrary.ConvertStringToEnumByDescription <eMultiResponseCase>(tableRow["THDesign"]),
FrameType = Enums.EnumLibrary.ConvertStringToEnumByDescription <NTC_2018_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_2018_Preferences.DesignCombinationEquations>(tableRow["CombosEq"]),
ReliabilityClass = Enums.EnumLibrary.ConvertStringToEnumByDescription <NTC_2018_Preferences.ReliabilityClasses>(tableRow["RelClass"]),
InteractionFactorsMethod = Enums.EnumLibrary.ConvertStringToEnumByDescription <NTC_2018_Preferences.InteractionFactorsMethods>(tableRow["KFactorMethod"]),
q0 = Adaptor.toDouble(tableRow["q"]),
Omega = Adaptor.toDouble(tableRow["Omega"])
};
model.Design.SteelDesigner.SteelDesignPreferences.UpdateItem(
SteelDesignPreferences <NTC_2018_Preferences> .Factory(preferences)
);
}
}
private static void setPREFERENCES_STEEL_DESIGN_CSA_S16_14(Model model, List <Dictionary <string, string> > table)
{
foreach (Dictionary <string, string> tableRow in table)
{
CSA_S16_14_Preferences preferences = new CSA_S16_14_Preferences
{
MultiResponseCase = Enums.EnumLibrary.ConvertStringToEnumByDescription <eMultiResponseCase>(tableRow["THDesign"]),
FrameType = Enums.EnumLibrary.ConvertStringToEnumByDescription <CSA_S16_14_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"]),
PhiT = Adaptor.toDouble(tableRow["PhiT"]),
PhiV = Adaptor.toDouble(tableRow["PhiV"]),
UseSeismicCode = Adaptor.fromYesNo(tableRow["SeisCode"]),
UseSeismicLoading = Adaptor.fromYesNo(tableRow["SeisLoad"]),
IsDoublerPlatePlugWelded = Adaptor.fromYesNo(tableRow["PlugWeld"]),
SlenderSectionModification = Enums.EnumLibrary.ConvertStringToEnumByDescription <CSA_S16_14_Preferences.SlenderSectionModifications>(tableRow["SlenderMod"]),
SpectralAccelerationRatio = Adaptor.toDouble(tableRow["AccRat"]),
Rd = Adaptor.toDouble(tableRow["DuctFact"]),
Fa = Adaptor.toDouble(tableRow["OverFact"])
};
model.Design.SteelDesigner.SteelDesignPreferences.UpdateItem(
SteelDesignPreferences <CSA_S16_14_Preferences> .Factory(preferences)
);
}
}
private static void setPREFERENCES_STEEL_DESIGN_AISC_360_10(Model model, List <Dictionary <string, string> > table)
{
foreach (Dictionary <string, string> tableRow in table)
{
AISC_360_10_Preferences preferences = new AISC_360_10_Preferences
{
MultiResponseCase = Enums.EnumLibrary.ConvertStringToEnumByDescription <eMultiResponseCase>(tableRow["THDesign"]),
FrameType = Enums.EnumLibrary.ConvertStringToEnumByDescription <AISC_360_10_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 <AISC_360_10_Preferences.HSSWeldingTypes>(tableRow["HSSWelding"]),
ReduceHSSThickness = Adaptor.fromYesNo(tableRow["HSSReduceT"]),
AnalysisMethod = Enums.EnumLibrary.ConvertStringToEnumByDescription <AISC_360_10_Preferences.AnalysisMethods>(tableRow["AMethod"]),
SecondOrderMethod = Enums.EnumLibrary.ConvertStringToEnumByDescription <AISC_360_10_Preferences.SecondOrderMethods>(tableRow["SOMethod"]),
StiffnessReductionMethod = Enums.EnumLibrary.ConvertStringToEnumByDescription <AISC_360_10_Preferences.StiffnessReductionMethods>(tableRow["SRMethod"]),
DesignProvision = Enums.EnumLibrary.ConvertStringToEnumByDescription <AISC_360_10_Preferences.DesignProvisions>(tableRow["Provision"]),
SeismicDesignCategory = Enums.EnumLibrary.ConvertStringToEnumByDescription <AISC_360_10_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 <AISC_360_10_Preferences> .Factory(preferences)
);
}
}
