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algorithmic modeling for Rhino

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Disassemble Cross Section (karamba)

Component Index > Karamba > Cross Section > Disassemble Cross Section (karamba)

Retrieves properties of a cross section.

Inputs

NameIDDescriptionType
CroSecCroSeccross section to disassemble.CrossSection

Outputs

NameIDDescriptionType
Cross sectionCroSecCross sectionCrossSection
Family name of cross sectionFamilyFamily name of cross section: defines a group of cross sections for cross section optimization.String
Type name of cross sectionNameThe Type name serves to identify a cross section uniquely upon selection from a cross section table.String
Elem identifiersElem IdsIdentifiers of elements to attach cross section to.String
Local eccentricity [cm]ecce-locVector of eccentricity in [cm] with respect to beam axis in local beam coordinates.Vector
Heights [cm]HeightsHeights [cm] of the cross-section given in centimeter. Shell cross sections can have more than one height.Number
Position of center of gravityzsDistance of center of gravity of the cross section from the upper cross section boundary [cm].Number
Position of center of shearzmDistance of center of shear of the cross section from the upper cross section boundary [cm].Number
maximum width [cm]MaxWidthMaximum width [cm] of the cross-section given in centimeter.Number
Area [cm2]ACross section area [cm2].Number
AreaY [cm2]AyEquivalent shear area [cm2] for shear in local Y-directionNumber
AreaZ [cm2]AzEquivalent shear area [cm2] for shear in local Z-direction.Number
Iyy [cm4]IyyMoment of inertia [cm4] about the local Y-Axis.Number
Izz [cm4]IzzMoment of inertia [cm4] about the local Z-Axis.Number
Ipp [cm4]IppPrimary torsional moment of inertia [cm4] about the local X-Axis.Number
Cw [cm6]CwWarping torsional constant [cm6].Number
Wely+ [cm3]Wely+Resistance moment [cm3] about the local Y-Axis for extreme point on the positive local Z-axis.Number
Wely- [cm3]Wely-Resistance moment [cm3] about the local Y-Axis for extreme point on the negative local Z-axis.Number
Wply [cm3]WplyPlastic resistance moment [cm3] about the local Y-Axis.Number
Welz+ [cm3]Welz+Resistance moment [cm3] about the local Z-Axis for extreme point on the positive local Y-axis.Number
Welz- [cm3]Welz-Resistance moment [cm3] about the local Z-Axis for extreme point on the negative local Y-axis.Number
Wplz [cm3]WplzPlastic resistance moment [cm3] about the local Z-Axis.Number
Wt [cm3]WtMinimum torsional resistance moment [cm3].Number
alphaYalphaYBuckling coefficient about local Y-axis according to EC3.Number
alphaZalphaZBuckling coefficient about local Z-axis according to EC3.Number
alphaLTalphaLTCoefficient for lateral torsional buckling according to EC3.Number

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