cPropMaterialGetOSteel_1 Method |
Retrieves the other material property data for steel materials.
Namespace:
ETABS2016
Assembly:
ETABS2016 (in ETABS2016.dll) Version: 16.0.0.0 (16.0.0.0)
Syntaxint GetOSteel_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 StrainAtMaxStress,
ref double StrainAtRupture,
ref double FinalSlope,
double Temp = 0
)
Function GetOSteel_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 StrainAtMaxStress As Double,
ByRef StrainAtRupture As Double,
ByRef FinalSlope As Double,
Optional Temp As Double = 0
) As Integer
int GetOSteel_1(
String^ Name,
double% Fy,
double% Fu,
double% EFy,
double% EFu,
int% SSType,
int% SSHysType,
double% StrainAtHardening,
double% StrainAtMaxStress,
double% StrainAtRupture,
double% FinalSlope,
double Temp = 0
)
abstract GetOSteel_1 :
Name : string *
Fy : float byref *
Fu : float byref *
EFy : float byref *
EFu : float byref *
SSType : int byref *
SSHysType : int byref *
StrainAtHardening : float byref *
StrainAtMaxStress : float byref *
StrainAtRupture : float byref *
FinalSlope : float byref *
?Temp : float
(* Defaults:
let _Temp = defaultArg Temp 0
*)
-> int
Parameters
- Name
- Type: SystemString
The name of an existing steel 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 or 1, indicating the stress-strain curve type.
Value | SSType |
---|
0 | User defined |
1 | Parametric - Simple |
- 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. It is the strain at the onset of strain hardening. - StrainAtMaxStress
- Type: SystemDouble
This item applies only when parametric stress-strain curves
are used. It is the strain at the maximum stress. This item must be larger than the
StrainAtHardening item. - StrainAtRupture
- Type: SystemDouble
This item applies only when parametric stress-strain curves
are used. It is the strain at rupture. This item must be larger than the
StrainAtMaxStress 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. - 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 StrainAtMaxStress As Double
Dim StrainAtRupture As Double
Dim FinalSlope As Double
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("Steel", eMatType.Steel)
ret = SapModel.PropMaterial.SetOSteel_1("Steel", 55, 68, 60, 70, 1, 2, 0.02, 0.1, 0.2, -0.1)
ret = SapModel.PropMaterial.GetOSteel_1("Steel", Fy, Fu, eFy, eFu, SSType, SSHysType, StrainAtHardening, StrainAtMaxStress, StrainAtRupture, FinalSlope)
EtabsObject.ApplicationExit(False)
SapModel = Nothing
EtabsObject = Nothing
End Sub
See Also