BuildingTcl -- addSection: SectionModelLabel AISCWideFlangeElastic: Difference between revisions
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;$SectionLabel : Unique Section Label for reference | ;$SectionLabel : Unique Section Label for reference | ||
;$SectionDescription : Text. Optional, default = blank {} | ;$SectionDescription : Text. Optional, default = blank {} | ||
;$WideFlangeSize : Standard AISC Wide-Flange size. Optional, default = $SectionLabel : The user can just specify the WideFlangeSize directly in the label. [[BuildingTcl -- AISC WideFlangeSizes Available] | ;$WideFlangeSize : Standard AISC Wide-Flange size. Optional, default = $SectionLabel : The user can just specify the WideFlangeSize directly in the label. : [[BuildingTcl -- AISC WideFlangeSizes Available]] | ||
;$nu: Poisson's Ratio. Used to calulated G=($E/2/(1+$nu). Optional, default = 0.2 | ;$nu: Poisson's Ratio. Used to calulated G=($E/2/(1+$nu). Optional, default = 0.2 | ||
;$J: Torsional Moment of Inertia. Optional, default = 1.e8 | ;$J: Torsional Moment of Inertia. Optional, default = 1.e8 |
Revision as of 19:26, 2 November 2009
Commands
- addSectionData SectionLabel $SectionLabel
- addSectionData SectionModelLabel AISCWideFlangeElastic
- <addSectionData SectionDescription $SectionDescription >
- <addSectionData WideFlangeSize $WideFlangeSize>
- <addSectionData nu $nu>
- <addSectionData J$J>
- <addSectionData WeightDensity $WeightDensity>;
- addSection
Arguments
- $SectionLabel
- Unique Section Label for reference
- $SectionDescription
- Text. Optional, default = blank {}
- $WideFlangeSize
- Standard AISC Wide-Flange size. Optional, default = $SectionLabel : The user can just specify the WideFlangeSize directly in the label. : BuildingTcl -- AISC WideFlangeSizes Available
- $nu
- Poisson's Ratio. Used to calulated G=($E/2/(1+$nu). Optional, default = 0.2
- $J
- Torsional Moment of Inertia. Optional, default = 1.e8
- $WeightDensity
- Linear Weight Density of section. Used to calculated element weight: ElementWeight=$WeightDensity*ElementLength. Optional, default = 1.e8
- NOT IMPLEMENTED IN CURRENT VERSION
Notes
The addSection command must be placed at the end of each Section-data definition, as it takes all data defined since the last addSection command and define the Section.
Options
OpenSees Object
This SectionModel is based on the OpenSees Elastic Section
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