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Add Try-catch for Framing element design properties ensuring Bar pull does not crash #487

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merged 2 commits into from
Feb 24, 2022
Merged

Add Try-catch for Framing element design properties ensuring Bar pull does not crash #487

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716adbd
Update FramingElementDesignProperties.cs
Martian42 Feb 23, 2022
3b19b71
Update FramingElementDesignProperties.cs
Martian42 Feb 23, 2022
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173 changes: 89 additions & 84 deletions Robot_Adapter/CRUD/Read/Properties/FramingElementDesignProperties.cs
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Original file line number Diff line number Diff line change
Expand Up @@ -59,93 +59,98 @@ private List<FramingElementDesignProperties> ReadFramingElementDesignProperties(

string steelMembersCodeType = m_RobotApplication.Project.Preferences.GetActiveCode(IRobotCodeType.I_CT_STEEL_STRUCTURES);

if (steelMembersCodeType == BHE.Query.GetStringFromEnum(DesignCode_Steel.BS_EN_1993_1_2005_NA_2008_A1_2014))
try
{
IRDimMembParamsE32 memberDesignParams_EC3 = memberDef.CodeParams;
bhomDesignProps.EulerBucklingLengthCoefficientY = memberDesignParams_EC3.BuckLengthCoeffY;
bhomDesignProps.EulerBucklingLengthCoefficientZ = memberDesignParams_EC3.BuckLengthCoeffZ;
//RobotEurocodeSteelDesignFactors mEuroCodeDesignFactors = rMemberType.Data;
bool angle_conn = memberDesignParams_EC3.AngleConn;
double beta = memberDesignParams_EC3.Beta;
double boltsDiameter = memberDesignParams_EC3.BoltsDiam;
int numberOfBolts = memberDesignParams_EC3.BoltsNo;
bool isBracedInY = memberDesignParams_EC3.BracedY;
bool isBracedInZ = memberDesignParams_EC3.BracedZ;
IRDimBucklingCurveE32 bucklingCurveY = memberDesignParams_EC3.BucklingCurveY;
IRDimBucklingCurveE32 bucklingCurveZ = memberDesignParams_EC3.BucklingCurveZ;
IRDimBuckDiagramE32 bucklingDiagramY = memberDesignParams_EC3.BucklingDiagramY;
IRDimBuckDiagramE32 bucklingDiagramZ = memberDesignParams_EC3.BucklingDiagramZ;
IRDimComplexSectE32 complexSection = memberDesignParams_EC3.ComplexSect;
double boltEdgeDistance_E2 = memberDesignParams_EC3.DistE2;
double boltSpacing_P1 = memberDesignParams_EC3.DistP1;
double shearParameter_ETA = memberDesignParams_EC3.Eta;
IRDimFireResistE32 fireResistance = memberDesignParams_EC3.FireResist;
bool isHotRolledPipe = memberDesignParams_EC3.HotRolledPipes;
double kfi = memberDesignParams_EC3.Kfl;
double lambda_LT0 = memberDesignParams_EC3.LamLT0;
IRDimLatBuckMethodTypeE32 lateralBucklingMethodType = memberDesignParams_EC3.LatBuckMethodType;
IRDimLatBuckCoeffDiagramE32 lateralBucklingCoefficientDiagram_LowerFlange = memberDesignParams_EC3.LatCoeffLowerFlange;
IRDimLatBuckCoeffDiagramE32 lateralBucklingCoefficientDiagram_UpperFlange = memberDesignParams_EC3.LatCoeffUpperFlange;
double lateralBucklingCoefficient_LowerFlange = memberDesignParams_EC3.LatCoeffLowerFlangeValue;
double lateralBucklingCoefficient_UpperFlange = memberDesignParams_EC3.LatCoeffUpperFlangeValue;
bool considerLeteralBuckling = memberDesignParams_EC3.LateralBuckling;
IRDimLoadLevelE32 loadLevel = memberDesignParams_EC3.LoadLevel;
double loadLevelValue = memberDesignParams_EC3.LoadLevelValue;
IRDimLoadTypeE32 loadTypeY = memberDesignParams_EC3.LoadTypeY;
IRDimLoadTypeE32 loadTypeZ = memberDesignParams_EC3.LoadTypeZ;
double materialCoefficient_Gamma0 = memberDesignParams_EC3.MaterCoeffGamma0;
double materialCoefficient_Gamma1 = memberDesignParams_EC3.MaterCoeffGamma1;
double materialCoefficient_Gamma2 = memberDesignParams_EC3.MaterCoeffGamma2;
double deflectionLimit_relativeY = memberDesignParams_EC3.RelLimitDeflUy;
double deflectionLimit_relativeZ = memberDesignParams_EC3.RelLimitdeflUz;
bool isSimplifiedParameters = memberDesignParams_EC3.Simplified;
double tensileAreaNetGrossRatio = memberDesignParams_EC3.TensAreaNetGros;
IRDimThinWalledE32 thinWalledProperties = memberDesignParams_EC3.ThinWalled;
bool considerTorsionalBuckling = memberDesignParams_EC3.TorsBuckOn;
bool tubeControl = memberDesignParams_EC3.TubeControl;
IRDimYieldStrengthTypeE32 yieldStrengthType = memberDesignParams_EC3.YieldStrengthType;
double yieldStrengthValue = memberDesignParams_EC3.YieldStrengthValue;
}

if (steelMembersCodeType == BHE.Query.GetStringFromEnum(DesignCode_Steel.BS5950))
{
IRDimMembParamsBS59 memberDesignParams_BS5950 = memberDef.CodeParams;
bhomDesignProps.EulerBucklingLengthCoefficientY = memberDesignParams_BS5950.BuckLengthCoeffY;
bhomDesignProps.EulerBucklingLengthCoefficientZ = memberDesignParams_BS5950.BuckLengthCoeffZ;
}


if (steelMembersCodeType == BHE.Query.GetStringFromEnum(DesignCode_Steel.BS5950_2000))
{
IRDimMembParamsBS59_2000 memberDesignParams_BS5950_2000 = memberDef.CodeParams;
bhomDesignProps.EulerBucklingLengthCoefficientY = memberDesignParams_BS5950_2000.BuckLengthCoeffY;
bhomDesignProps.EulerBucklingLengthCoefficientZ = memberDesignParams_BS5950_2000.BuckLengthCoeffZ;
if (steelMembersCodeType == BHE.Query.GetStringFromEnum(DesignCode_Steel.BS_EN_1993_1_2005_NA_2008_A1_2014))
{
IRDimMembParamsE32 memberDesignParams_EC3 = memberDef.CodeParams;
bhomDesignProps.EulerBucklingLengthCoefficientY = memberDesignParams_EC3.BuckLengthCoeffY;
bhomDesignProps.EulerBucklingLengthCoefficientZ = memberDesignParams_EC3.BuckLengthCoeffZ;
//RobotEurocodeSteelDesignFactors mEuroCodeDesignFactors = rMemberType.Data;
bool angle_conn = memberDesignParams_EC3.AngleConn;
double beta = memberDesignParams_EC3.Beta;
double boltsDiameter = memberDesignParams_EC3.BoltsDiam;
int numberOfBolts = memberDesignParams_EC3.BoltsNo;
bool isBracedInY = memberDesignParams_EC3.BracedY;
bool isBracedInZ = memberDesignParams_EC3.BracedZ;
IRDimBucklingCurveE32 bucklingCurveY = memberDesignParams_EC3.BucklingCurveY;
IRDimBucklingCurveE32 bucklingCurveZ = memberDesignParams_EC3.BucklingCurveZ;
IRDimBuckDiagramE32 bucklingDiagramY = memberDesignParams_EC3.BucklingDiagramY;
IRDimBuckDiagramE32 bucklingDiagramZ = memberDesignParams_EC3.BucklingDiagramZ;
IRDimComplexSectE32 complexSection = memberDesignParams_EC3.ComplexSect;
double boltEdgeDistance_E2 = memberDesignParams_EC3.DistE2;
double boltSpacing_P1 = memberDesignParams_EC3.DistP1;
double shearParameter_ETA = memberDesignParams_EC3.Eta;
IRDimFireResistE32 fireResistance = memberDesignParams_EC3.FireResist;
bool isHotRolledPipe = memberDesignParams_EC3.HotRolledPipes;
double kfi = memberDesignParams_EC3.Kfl;
double lambda_LT0 = memberDesignParams_EC3.LamLT0;
IRDimLatBuckMethodTypeE32 lateralBucklingMethodType = memberDesignParams_EC3.LatBuckMethodType;
IRDimLatBuckCoeffDiagramE32 lateralBucklingCoefficientDiagram_LowerFlange = memberDesignParams_EC3.LatCoeffLowerFlange;
IRDimLatBuckCoeffDiagramE32 lateralBucklingCoefficientDiagram_UpperFlange = memberDesignParams_EC3.LatCoeffUpperFlange;
double lateralBucklingCoefficient_LowerFlange = memberDesignParams_EC3.LatCoeffLowerFlangeValue;
double lateralBucklingCoefficient_UpperFlange = memberDesignParams_EC3.LatCoeffUpperFlangeValue;
bool considerLeteralBuckling = memberDesignParams_EC3.LateralBuckling;
IRDimLoadLevelE32 loadLevel = memberDesignParams_EC3.LoadLevel;
double loadLevelValue = memberDesignParams_EC3.LoadLevelValue;
IRDimLoadTypeE32 loadTypeY = memberDesignParams_EC3.LoadTypeY;
IRDimLoadTypeE32 loadTypeZ = memberDesignParams_EC3.LoadTypeZ;
double materialCoefficient_Gamma0 = memberDesignParams_EC3.MaterCoeffGamma0;
double materialCoefficient_Gamma1 = memberDesignParams_EC3.MaterCoeffGamma1;
double materialCoefficient_Gamma2 = memberDesignParams_EC3.MaterCoeffGamma2;
double deflectionLimit_relativeY = memberDesignParams_EC3.RelLimitDeflUy;
double deflectionLimit_relativeZ = memberDesignParams_EC3.RelLimitdeflUz;
bool isSimplifiedParameters = memberDesignParams_EC3.Simplified;
double tensileAreaNetGrossRatio = memberDesignParams_EC3.TensAreaNetGros;
IRDimThinWalledE32 thinWalledProperties = memberDesignParams_EC3.ThinWalled;
bool considerTorsionalBuckling = memberDesignParams_EC3.TorsBuckOn;
bool tubeControl = memberDesignParams_EC3.TubeControl;
IRDimYieldStrengthTypeE32 yieldStrengthType = memberDesignParams_EC3.YieldStrengthType;
double yieldStrengthValue = memberDesignParams_EC3.YieldStrengthValue;
}


if (steelMembersCodeType == BHE.Query.GetStringFromEnum(DesignCode_Steel.BS5950))
{
IRDimMembParamsBS59 memberDesignParams_BS5950 = memberDef.CodeParams;
bhomDesignProps.EulerBucklingLengthCoefficientY = memberDesignParams_BS5950.BuckLengthCoeffY;
bhomDesignProps.EulerBucklingLengthCoefficientZ = memberDesignParams_BS5950.BuckLengthCoeffZ;
}


if (steelMembersCodeType == BHE.Query.GetStringFromEnum(DesignCode_Steel.BS5950_2000))
{
IRDimMembParamsBS59_2000 memberDesignParams_BS5950_2000 = memberDef.CodeParams;
bhomDesignProps.EulerBucklingLengthCoefficientY = memberDesignParams_BS5950_2000.BuckLengthCoeffY;
bhomDesignProps.EulerBucklingLengthCoefficientZ = memberDesignParams_BS5950_2000.BuckLengthCoeffZ;
}



if (memberDef.LengthYZUV(IRDimMembDefLengthDataType.I_DMDLDT_LENGTH_Y) < 0)
{
bhomDesignProps.MemberLengthY = -memberDef.LengthYZUV(IRDimMembDefLengthDataType.I_DMDLDT_LENGTH_Y);
bhomDesignProps.MemberLengthYIsRelative = true;
}
else
{
bhomDesignProps.MemberLengthY = memberDef.LengthYZUV(IRDimMembDefLengthDataType.I_DMDLDT_LENGTH_Y);
bhomDesignProps.MemberLengthYIsRelative = false;
}

if (memberDef.LengthYZUV(IRDimMembDefLengthDataType.I_DMDLDT_LENGTH_Z) < 0)
{
bhomDesignProps.MemberLengthZ = -memberDef.LengthYZUV(IRDimMembDefLengthDataType.I_DMDLDT_LENGTH_Z);
bhomDesignProps.MemberLengthZIsRelative = true;
}
else
{
bhomDesignProps.MemberLengthZ = memberDef.LengthYZUV(IRDimMembDefLengthDataType.I_DMDLDT_LENGTH_Z);
bhomDesignProps.MemberLengthZIsRelative = false;
}
}



if (memberDef.LengthYZUV(IRDimMembDefLengthDataType.I_DMDLDT_LENGTH_Y) < 0)
{
bhomDesignProps.MemberLengthY = -memberDef.LengthYZUV(IRDimMembDefLengthDataType.I_DMDLDT_LENGTH_Y);
bhomDesignProps.MemberLengthYIsRelative = true;
}
else
{
bhomDesignProps.MemberLengthY = memberDef.LengthYZUV(IRDimMembDefLengthDataType.I_DMDLDT_LENGTH_Y);
bhomDesignProps.MemberLengthYIsRelative = false;
}

if (memberDef.LengthYZUV(IRDimMembDefLengthDataType.I_DMDLDT_LENGTH_Z) < 0)
{
bhomDesignProps.MemberLengthZ = -memberDef.LengthYZUV(IRDimMembDefLengthDataType.I_DMDLDT_LENGTH_Z);
bhomDesignProps.MemberLengthZIsRelative = true;
}
else
{
bhomDesignProps.MemberLengthZ = memberDef.LengthYZUV(IRDimMembDefLengthDataType.I_DMDLDT_LENGTH_Z);
bhomDesignProps.MemberLengthZIsRelative = false;
}

catch { Engine.Base.Compute.RecordWarning("Failed to extract FramingElementDesignProperties"); }

bhomDesignPropsList.Add(bhomDesignProps);
}
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