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Disassemble Cross Section
Retrieves properties of a cross section.
Inputs
| Name | ID | Description | Type |
|---|---|---|---|
| CroSec | CroSec | Cross section to disassemble. | CrossSection |
Outputs
| Name | ID | Description | Type |
|---|---|---|---|
| Cross section | CroSec | Cross section | CrossSection |
| Family name of cross section | Family | Family name of cross section: defines a group of cross sections for cross section optimization. | Text |
| Type name of cross section | Name | The Type name serves to identify a cross section uniquely upon selection from a cross section table. | Text |
| Elem identifiers | Elem-Ids | Identifiers of elements to attach cross section to. | Text |
| Color | Color | Color of the cross section. | Colour |
| Material | Mat | Basic material attached to the cross section. | Material |
| Local eccentricity [cm] | Ecce-loc | Vector of eccentricity in [cm] with respect to beam axis in local beam coordinates. | Vector |
| Heights [cm] | Heights | Heights [cm] of the cross-section. Shell cross sections can have more than one height. | Number |
| Position of center of gravity | zs | Distance of center of gravity of the cross section from the upper cross section boundary [cm]. | Number |
| Position of center of shear | zm | Distance of center of shear of the cross section from the upper cross section boundary [cm]. | Number |
| maximum width [cm] | MaxWidth | Maximum width [cm] of the cross-section. | Number |
| Area [cm2] | A | Cross section area [cm2]. | Number |
| AreaY [cm2] | Ay | Equivalent shear area [cm2] for shear in local Y-direction | Number |
| AreaZ [cm2] | Az | Equivalent shear area [cm2] for shear in local Z-direction. | Number |
| Iyy [cm4] | Iyy | Moment of inertia [cm4] about the local Y-Axis. | Number |
| Izz [cm4] | Izz | Moment of inertia [cm4] about the local Z-Axis. | Number |
| Ipp [cm4] | Ipp | Primary torsional moment of inertia [cm4] about the local X-Axis. | Number |
| Cw [cm6] | Cw | Warping torsional constant [cm6]. | Number |
| Wely+ [cm3] | Wely+ | Resistance moment [cm3] about the local Y-Axis. A positive moment My causes a positive stress. | Number |
| Wely- [cm3] | Wely- | Resistance moment [cm3] about the local Y-Axis. A positive moment My causes a negative stress. | Number |
| Wply [cm3] | Wply | Plastic resistance moment [cm3] about the local Y-Axis. | Number |
| Welz+ [cm3] | Welz+ | Resistance moment [cm3] about the local Z-Axis. A positive moment Mz causes a positive stress. | Number |
| Welz- [cm3] | Welz- | Resistance moment [cm3] about the local Z-Axis. A positive moment Mz causes a positive stress. | Number |
| Wplz [cm3] | Wplz | Plastic resistance moment [cm3] about the local Z-Axis. | Number |
| Wt [cm3] | Wt | Minimum torsional resistance moment [cm3]. | Number |
| alphaY | alphaY | Buckling coefficient about local Y-axis according to EC3. | Number |
| alphaZ | alphaZ | Buckling coefficient about local Z-axis according to EC3. | Number |
| alphaLT | alphaLT | Coefficient for lateral torsional buckling according to EC3. | Number |
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