|
Parameter Name in Dialog |
API Parameter Name |
Variable Type |
Internal Database Units |
Description |
|
Steel / Generic |
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|
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 |
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|
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 |
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|
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) |