cPropMaterialGetORebar_1 Method  | 
 
 Retrieves the other material property data for rebar materials.
 
 
    Namespace: 
   ETABS2016
    Assembly:
   ETABS2016 (in ETABS2016.dll) Version: 16.0.0.0 (16.0.0.0)
Syntaxint GetORebar_1(
	string Name,
	ref double Fy,
	ref double Fu,
	ref double EFy,
	ref double EFu,
	ref int SSType,
	ref int SSHysType,
	ref double StrainAtHardening,
	ref double StrainUltimate,
	ref double FinalSlope,
	ref bool UseCaltransSSDefaults,
	double Temp = 0
)
Function GetORebar_1 ( 
	Name As String,
	ByRef Fy As Double,
	ByRef Fu As Double,
	ByRef EFy As Double,
	ByRef EFu As Double,
	ByRef SSType As Integer,
	ByRef SSHysType As Integer,
	ByRef StrainAtHardening As Double,
	ByRef StrainUltimate As Double,
	ByRef FinalSlope As Double,
	ByRef UseCaltransSSDefaults As Boolean,
	Optional Temp As Double = 0
) As Integer
int GetORebar_1(
	String^ Name, 
	double% Fy, 
	double% Fu, 
	double% EFy, 
	double% EFu, 
	int% SSType, 
	int% SSHysType, 
	double% StrainAtHardening, 
	double% StrainUltimate, 
	double% FinalSlope, 
	bool% UseCaltransSSDefaults, 
	double Temp = 0
)
abstract GetORebar_1 : 
        Name : string * 
        Fy : float byref * 
        Fu : float byref * 
        EFy : float byref * 
        EFu : float byref * 
        SSType : int byref * 
        SSHysType : int byref * 
        StrainAtHardening : float byref * 
        StrainUltimate : float byref * 
        FinalSlope : float byref * 
        UseCaltransSSDefaults : bool byref * 
        ?Temp : float 
(* Defaults:
        let _Temp = defaultArg Temp 0
*)
-> int 
Parameters
- Name
 - Type: SystemString
The name of an existing rebar material property. - Fy
 - Type: SystemDouble
 - Fu
 - Type: SystemDouble
The minimum tensile stress. [F/L2] - EFy
 - Type: SystemDouble
 - EFu
 - Type: SystemDouble
 - SSType
 - Type: SystemInt32
This is 0, 1 or 2, indicating the stress-strain curve type.
 | Value | SSType | 
|---|
| 0 | User defined | 
| 1 | Parametric - Simple | 
| 2 | Parametric - Park | 
 - SSHysType
 - Type: SystemInt32
This is 0 through 7, indicating the stress-strain curve type.
 | Value | SSHysType | 
|---|
| 0 | Elastic | 
| 1 | Kinematic | 
| 2 | Takeda | 
| 3 | Pivot | 
| 4 | Concrete | 
| 5 | BRB Hardening | 
| 6 | Degrading | 
| 7 | Isotropic | 
 - StrainAtHardening
 - Type: SystemDouble
This item applies only when parametric stress-strain curves
 are used and when UseCaltransSSDefaults is False.
 It is the strain at the onset of strain hardening. - StrainUltimate
 - Type: SystemDouble
This item applies only when parametric stress-strain curves
 are used and when UseCaltransSSDefaults is False.
 It is the ultimate strain capacity. This item must be larger than the
 StrainAtHardening item. - FinalSlope
 - Type: SystemDouble
This item applies only to parametric stress-strain curves.
 It is a multiplier on the material modulus of elasticity, E.
 This value multiplied times E gives the final slope of the curve. - UseCaltransSSDefaults
 - Type: SystemBoolean
If this item is  True, the program uses Caltrans default
 controlling strain values, which are bar size dependent. - Temp (Optional)
 - Type: SystemDouble
The temperature at which the specified data is to be retrieved.
 The temperature must have been defined previously for the material.
 This item applies only if the specified material has properties that are temperature dependent.
 That is, it applies only if properties are specified for the material at more than one temperature.
 
Return Value
Type: 
Int32Returns zero if the data is successfully retrieved; otherwise it returns a nonzero value.
Remarks
ExamplesPublic Sub Example()
       Dim SapModel As cSapModel
       Dim EtabsObject As cOAPI
       Dim ret As Integer = -1
       Dim Fy As Double
       Dim Fu As Double
       Dim eFy As Double
       Dim eFu As Double
       Dim SSType As Integer
       Dim SSHysType As Integer
       Dim StrainAtHardening As Double
       Dim StrainUltimate As Double
       Dim FinalSlope As Double
       Dim UseCaltransSSDefaults As Boolean
   
       EtabsObject = CreateObject("CSI.ETABS.API.ETABSObject")
   
       ret = EtabsObject.ApplicationStart()
   
       SapModel = EtabsObject.SapModel
   
       ret = SapModel.InitializeNewModel()
   
       ret = SapModel.File.NewSteelDeck(4,12,12,4,4,24,24)
   
       ret = SapModel.PropMaterial.SetMaterial("Rebar", eMatType.Rebar)
   
       ret = SapModel.PropMaterial.SetORebar_1("Rebar", 62, 93, 70, 102, 2, 2, 0.02, 0.1, -0.1, False)
   
       ret = SapModel.PropMaterial.GetORebar_1("Rebar", Fy, Fu, eFy, eFu, SSType, SSHysType, StrainAtHardening, StrainUltimate, FinalSlope, UseCaltransSSDefaults)
   
       EtabsObject.ApplicationExit(False)
   
       SapModel = Nothing
       EtabsObject = Nothing
   End Sub
See Also