BuildingTcl -- addSection: SectionModelLabel AISCWideFlangeElastic: Difference between revisions
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:addSectionData SectionLabel $SectionLabel | :addSectionData SectionLabel $SectionLabel | ||
:addSectionData SectionModelLabel AISCWideFlangeElastic | :addSectionData SectionModelLabel AISCWideFlangeElastic | ||
:addSectionData E $E | |||
:<addSectionData SectionDescription $SectionDescription > | :<addSectionData SectionDescription $SectionDescription > | ||
:<addSectionData WideFlangeSize $WideFlangeSize> | :<addSectionData WideFlangeSize $WideFlangeSize> | ||
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: The user can just specify the WideFlangeSize directly in the SectionLabel . | : The user can just specify the WideFlangeSize directly in the SectionLabel . | ||
: The user can assign metadata to the section in the SectionLabel while keeping the WideFlangeSize by using an underscore (_) to separate the metadata. E.g. | : The user can assign metadata to the section in the SectionLabel while keeping the WideFlangeSize by using an underscore (_) to separate the metadata. E.g. | ||
'' | ::'' addSectionData SectionLabel W44X290_mine'' | ||
;$E: Elastic Modulus | |||
;$SectionDescription : Text. Optional, default = blank {} | ;$SectionDescription : Text. Optional, default = blank {} | ||
;$WideFlangeSize : Standard AISC Wide-Flange size. Optional, default = $SectionLabel | ;$WideFlangeSize : Standard AISC Wide-Flange size. Optional, default = $SectionLabel | ||
Line 26: | Line 28: | ||
;$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 | ;$J: Torsional Moment of Inertia. Optional, default = 1.e8 | ||
;$WeightDensity : Linear Weight Density of section. Used to calculated element weight: ElementWeight=$WeightDensity*ElementLength. Optional, default = | ;$WeightDensity : Linear Weight Density of section. Used to calculated element weight: ElementWeight=$WeightDensity*ElementLength. Optional, default = 0. | ||
: NOT IMPLEMENTED IN CURRENT VERSION | : NOT IMPLEMENTED IN CURRENT VERSION | ||
Latest revision as of 19:49, 2 November 2009
Commands
- addSectionData SectionLabel $SectionLabel
- addSectionData SectionModelLabel AISCWideFlangeElastic
- addSectionData E $E
- <addSectionData SectionDescription $SectionDescription >
- <addSectionData WideFlangeSize $WideFlangeSize>
- <addSectionData nu $nu>
- <addSectionData J$J>
- <addSectionData WeightDensity $WeightDensity>;
- addSection
Arguments
- $SectionLabel
- Unique Section Label for reference
- The user can just specify the WideFlangeSize directly in the SectionLabel .
- The user can assign metadata to the section in the SectionLabel while keeping the WideFlangeSize by using an underscore (_) to separate the metadata. E.g.
- addSectionData SectionLabel W44X290_mine
- $E
- Elastic Modulus
- $SectionDescription
- Text. Optional, default = blank {}
- $WideFlangeSize
- Standard AISC Wide-Flange size. Optional, default = $SectionLabel
- The user can just specify the WideFlangeSize directly in the SectionLabel .
- 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 = 0.
- 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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