Material Properties Internal Units
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
|
|
#
|
Unit
|
Dimension
|
Internal Representation
|
1\.
|
UT_Number
|
No dimension
|
Simple number.
|
2\.
|
UT_Stress
|
(Mass)x(Length-1)x(Time-2)
|
Kg(mass)/(Foot*Sec2)
|
3\.
|
UT_TemperalExp
|
(Temperature-1)
|
(1/°C)
|
4\.
|
UT_UnitWeight
|
(Mass)x(Length-2)x(Time-2)
|
Kg(mass)/(Foot2*Sec2)
|