| Parameter Name in Dialog
|
API Parameter Name
|
Variable Type
|
Internal Database Units
|
Description
|
| Steel / Generic
|
|
|
|
|
| Behavior
|
Behavior
|
bool
|
Isotropic, Orthotropic
|
Currently exposed for Generic Only
|
| Young Modulus X
|
YoungModulusX
|
double
|
UT_Stress
|
|
| Young Modulus Y
|
YoungModulusY
|
double
|
UT_Stress
|
|
| Young Modulus Z
|
YoungModulusZ
|
double
|
UT_Stress
|
|
| Poisson ratio X
|
PoissonModulusX
|
double
|
UT_Number
|
|
| Poisson ratio Y
|
PoissonModulusY
|
double
|
UT_Number
|
|
| Poisson ratio Z
|
PoissonModulusZ
|
double
|
UT_Number
|
|
| Shear modulus X
|
ShearModulusX
|
double
|
UT_Stress
|
|
| Shear modulus Y
|
ShearModulusY
|
double
|
UT_Stress
|
|
| Shear modulus Z
|
ShearModulusZ
|
double
|
UT_Stress
|
|
| Thermal Expansion coefficient X
|
ThermalExpansionCoefficientX
|
double
|
UT_TemperalExp
|
|
| Thermal Expansion coefficient Y
|
ThermalExpansionCoefficientY
|
double
|
UT_TemperalExp
|
|
| Thermal Expansion coefficient Z
|
ThermalExpansionCoefficientZ
|
double
|
UT_TemperalExp
|
|
| Unit Weight
|
UnitWeight
|
double
|
UT_UnitWeight
|
|
| Damping ratio
|
DampingRatio
|
double
|
UT_Number
|
|
| Minimum Yield Stress
|
MinimumYieldStress
|
double
|
UT_Stress
|
Fy in US codes. Also can be considered as the compression stress capacity
|
| Minimum tensile stress
|
MinimumTensileStrength
|
double
|
UT_Stress
|
Only used for steel
|
| Reduction factor for shear
|
ReductionFactor
|
double
|
UT_Number
|
Reduction of Minimum Yield Stress for Shear. Shear Yield Stress = MinimumYieldStress / ReductionFactor
|
|
|
|
|
|
| Concrete
|
|
|
|
|
| Behavior
|
Behavior
|
bool
|
Isotropic, Orthotropic
|
Currently exposed for Generic Only
|
| Young Modulus X
|
YoungModulusX
|
double
|
UT_Stress
|
|
| Young Modulus Y
|
YoungModulusY
|
double
|
UT_Stress
|
|
| Young Modulus Z
|
YoungModulusZ
|
double
|
UT_Stress
|
|
| Poisson ratio X
|
PoissonModulusX
|
double
|
UT_Number
|
|
| Poisson ratio Y
|
PoissonModulusY
|
double
|
UT_Number
|
|
| Poisson ratio Z
|
PoissonModulusZ
|
double
|
UT_Number
|
|
| Shear modulus X
|
ShearModulusX
|
double
|
UT_Stress
|
|
| Shear modulus Y
|
ShearModulusY
|
double
|
UT_Stress
|
|
| Shear modulus Z
|
ShearModulusZ
|
double
|
UT_Stress
|
|
| Thermal Expansion coefficient X
|
ThermalExpansionCoefficientX
|
double
|
UT_TemperalExp
|
|
| Thermal Expansion coefficient Y
|
ThermalExpansionCoefficientY
|
double
|
UT_TemperalExp
|
|
| Thermal Expansion coefficient Z
|
ThermalExpansionCoefficientZ
|
double
|
UT_TemperalExp
|
|
| Unit Weight
|
UnitWeight
|
double
|
UT_UnitWeight
|
|
| Damping ratio
|
DampingRatio
|
double
|
UT_Number
|
|
| Concrete compression
|
ConcreteCompression
|
double
|
UT_Stress
|
Concrete compression stress capacity. F'c for US codes.
|
| Lightweight
|
LightWeight
|
Bool
|
|
If true then lightweight concrete is defined.
|
| Shear strength modification
|
ShearStrengthReduction
|
double
|
UT_Number
|
When Lightweight = True then this value is available. It is the reduction of the concrete compression capacity for shear. Concrete Shear stress Capacity = ConcreteCompression / ShearStrengthReduction
|
|
|
|
|
|
| Wood
|
|
|
|
|
| Young Modulus
|
PoissonModulus
|
double
|
UT_Stress
|
|
| Poisson ratio
|
ShearModulus
|
double
|
UT_Number
|
|
| Shear modulus
|
ShearModulus
|
double
|
UT_Stress
|
|
| Thermal Expansion coefficient
|
ThermalExpansionCoefficient
|
double
|
UT_TemperalExp
|
|
| Unit Weight
|
UnitWeight
|
double
|
UT_UnitWeight
|
|
| Species
|
Species
|
AString
|
|
|
| Grade
|
Grade
|
AString
|
|
|
| Bending
|
Bending
|
double
|
UT_Stress
|
|
| Compression parallel to grain
|
CompressionParallel
|
double
|
UT_Stress
|
|
| Compression perpendicular to grain
|
CompressionPerpendicular
|
double
|
UT_Stress
|
|
| Shear parallel to grain
|
ShearParallel
|
double
|
UT_Stress
|
|
| Tension perpendicular to grain
|
ShearPerpendicular
|
double
|
UT_Stress
|
|