// // Steel
// // DesignSect="Program Determined"/FSEC1/...
// // Fy=0/32
// // (Reduced Live Load Factor)RLLF=0/11
// // (Net Area to Total Area ratio)AreaRatio=0/10
// // (Unbraced length ratios) XLMajor=0/12 XLMinor=0/13 XLLTB=0/14
// // (Effective length)K1Major=0/15 K1Minor=0/16 K2Major=0/17 K2Minor=0/18 KLTB=0/41
// // CheckDefl="Program Determined"/Yes/No
// // DeflType="Program Determined"/Both/Ratio/Absolute
// // (Ratio, L/)DLRat=0/1 SDLAndLLRat=0/2 LLRat=0/400 TotalRat=0/500 NetRat=0/3
// // (Absolute) DLAbs=0/4 SDLAndLLAbs=0/5 LLAbs=0/6 TotalAbs=0/7 NetAbs=0/8
// // (Specified Camber)SpecCamber=0/9
// // DCLimit=0/40
private static SteelDesignOverwrite setOverwritesSteelBasic(Model model, Dictionary <string, string> tableRow)
{
SteelDesignOverwrite overwrite = new SteelDesignOverwrite
{
DesignSection = getNullableFrameSection(model, tableRow["DesignSect"]),
Fy = Adaptor.toDouble(tableRow["Fy"]),
RLLF = Adaptor.toDouble(tableRow["RLLF"]),
AreaRatio = Adaptor.toDouble(tableRow["AreaRatio"]),
XLMajor = Adaptor.toDouble(tableRow["XLMajor"]),
XLMinor = Adaptor.toDouble(tableRow["XLMinor"]),
XLLTB = Adaptor.toDouble(tableRow["XLLTB"]),
K1Major = getNullableDouble(tableRow, "K1Major"),
K1Minor = getNullableDouble(tableRow, "K1Minor"),
K2Major = getNullableDouble(tableRow, "K2Major"),
K2Minor = getNullableDouble(tableRow, "K2Minor"),
KLTB = Adaptor.toDouble(tableRow["KLTB"]),
IsDeflectionConsidered = getNullableYesNo(tableRow["CheckDefl"]),
DeflectionCheckType = getNullableEnum <SteelDesignOverwrite.DeflectionCheckTypes>(tableRow["DeflType"]),
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"]),
AbsoluteDL = Adaptor.toDouble(tableRow["DLAbs"]),
AbsoluteSDLAndLL = Adaptor.toDouble(tableRow["SDLAndLLAbs"]),
AbsoluteLL = Adaptor.toDouble(tableRow["LLAbs"]),
AbsoluteTotal = Adaptor.toDouble(tableRow["TotalAbs"]),
AbsoluteNet = Adaptor.toDouble(tableRow["NetAbs"]),
SpecifiedCamber = Adaptor.toDouble(tableRow["SpecCamber"]),
DemandCapacityRatioLimit = Adaptor.toDouble(tableRow["DCLimit"])
};
return(overwrite);
}
//TABLE: "OVERWRITES - STEEL DESIGN - NZS 3404-1997"
// Frame=39 DesignSect="Program Determined" FrameType="Program Determined" Fy=0 RLLF=0 AreaRatio=0
// SteelType="Program Determined"
// XLMajor=0 XLMinor=0 XLLTB=0
// keMajor=0 keMinor=0 keSwayMajor=0 keSwayMinor=0
// ktLTB=0 krLTB=0 klLTB=0
// CmMajor=0 CmMinor=0
// Alpham=0 Alphas=0 Kf=0 KtAxial=0 DbMajor=0 DbMinor=0 DsMajor=0 DsMinor=0 Ns=0 Nt=0 Ms3=0 Ms2=0 Mb=0 Vv2=0 Vv3=0
// CheckDefl="Program Determined"
// DeflType="Program Determined" DLRat=0 SDLAndLLRat=0 LLRat=0 TotalRat=0 NetRat=0 DLAbs=0 SDLAndLLAbs=0 LLAbs=0 TotalAbs=0 NetAbs=0 SpecCamber=0 DCLimit=0
// Frame=40 DesignSect="Program Determined" FrameType="Program Determined" Fy=0 RLLF=0 AreaRatio=0 SteelType="Program Determined" XLMajor=0 XLMinor=0 XLLTB=0 keMajor=0 keMinor=0 keSwayMajor=0 keSwayMinor=0 _
// ktLTB = 0 krLTB=0 klLTB=0 CmMajor=0 CmMinor=0 Alpham=0 Alphas=0 Kf=0 KtAxial=0 DbMajor=0 DbMinor=0 DsMajor=0 DsMinor=0 Ns=0 Nt=0 Ms3=0 Ms2=0 Mb=0 Vv2=0 Vv3=0 CheckDefl=Yes _
// DeflType="Program Determined" DLRat=0 SDLAndLLRat=0 LLRat=400 TotalRat=500 NetRat=0 DLAbs=0 SDLAndLLAbs=0 LLAbs=0 TotalAbs=0 NetAbs=0 SpecCamber=0 DCLimit=0
// TABLE: "OVERWRITES - STEEL DESIGN - NZS 3404-1997"
// // FrameType="Program Determined"/"Moment Frame"
// // SteelType="Program Determined"/"Hot Finished"
// // (Twist Restraint Factor)ktLTB=0/19
// // (Lateral Rotation Restraint Factor)krLTB=0/20
// // (Load Height Factor for LTB)klLTB=0/21
// // (Moment Modification Factor)Alpham=0/24
// // (Slenderness Reduction Factor)Alphas=0/25
// // (Form Factor)Kf=0/30
// // (Axial Capacity Correction Factor)KtAxial=0/31
// // (Nonsway/sway Moment Factors)DbMajor=0/26 DbMinor=0/27 DsMajor=0/28 DsMinor=0/29
// // (Moment Coefficient) CmMajor=0/22 CmMinor=0/23
// // (Capacities)Ns=0/33 Nt=0/34 Ms3=0/35 Ms2=0/36 Mb=0/37 Vv2=0/38 Vv3=0/39
private static void setOVERWRITES_STEEL_DESIGN_NZS_3404_1997(Model model, List <Dictionary <string, string> > table)
{
foreach (Frame frame in model.Structure.Frames)
{
NZS_3404_1997_Overwrites overwrite =
frame.FrameDesignOverwrites.SteelDesignOverwrite.GetItem <NZS_3404_1997_Overwrites>();
Dictionary <string, string> tableRow = setOverwritesSteelBasic(frame);
SteelDesignOverwrite steelDesignOverwrite = frame.FrameDesignOverwrites.SteelDesignOverwrite.GenericOverwrites;
tableRow.Remove("K1Major");
if (steelDesignOverwrite.K1Major.HasValue)
{
tableRow["keMajor"] = Adaptor.fromDouble(steelDesignOverwrite.K1Major.Value);
}
tableRow.Remove("K1Minor");
if (steelDesignOverwrite.K1Minor.HasValue)
{
tableRow["keMinor"] = Adaptor.fromDouble(steelDesignOverwrite.K1Minor.Value);
}
tableRow.Remove("K2Major");
if (steelDesignOverwrite.K2Major.HasValue)
{
tableRow["keSwayMajor"] = Adaptor.fromDouble(steelDesignOverwrite.K2Major.Value);
}
tableRow.Remove("K2Minor");
if (steelDesignOverwrite.K2Minor.HasValue)
{
tableRow["keSwayMinor"] = Adaptor.fromDouble(steelDesignOverwrite.K2Minor.Value);
}
tableRow["FrameType"] = getNullableEnum(overwrite.FrameType);
tableRow["SteelType"] = getNullableEnum(overwrite.SteelType);
tableRow["CmMajor"] = Adaptor.fromDouble(overwrite.CmMajor);
tableRow["CmMinor"] = Adaptor.fromDouble(overwrite.CmMinor);
tableRow["ktLTB"] = Adaptor.fromDouble(overwrite.ktLTB);
tableRow["krLTB"] = Adaptor.fromDouble(overwrite.krLTB);
tableRow["klLTB"] = Adaptor.fromDouble(overwrite.klLTB);
tableRow["Alpham"] = Adaptor.fromDouble(overwrite.Alpha_m);
tableRow["Alphas"] = Adaptor.fromDouble(overwrite.Alpha_s);
tableRow["Kf"] = Adaptor.fromDouble(overwrite.Kf);
tableRow["KtAxial"] = Adaptor.fromDouble(overwrite.KtAxial);
tableRow["DbMajor"] = Adaptor.fromDouble(overwrite.DbMajor);
tableRow["DbMinor"] = Adaptor.fromDouble(overwrite.DbMinor);
tableRow["DsMajor"] = Adaptor.fromDouble(overwrite.DsMajor);
tableRow["DsMinor"] = Adaptor.fromDouble(overwrite.DsMinor);
tableRow["Ns"] = Adaptor.fromDouble(overwrite.Ns);
tableRow["Nt"] = Adaptor.fromDouble(overwrite.Nt);
tableRow["Ms3"] = Adaptor.fromDouble(overwrite.Ms3);
tableRow["Ms2"] = Adaptor.fromDouble(overwrite.Ms2);
tableRow["Mb"] = Adaptor.fromDouble(overwrite.Mb);
tableRow["Vv2"] = Adaptor.fromDouble(overwrite.Vv2);
tableRow["Vv3"] = Adaptor.fromDouble(overwrite.Vv3);
table.Add(tableRow);
}
}
