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 $WideFlangeSize>
Line 18: Line 19:
: Unique Section Label for reference
: Unique Section Label for reference
: The user can just specify the WideFlangeSize directly in the SectionLabel .
: The user can just specify the WideFlangeSize directly in the SectionLabel .
: The user can assign metadata to the section in the SectionLabel while keeping the WideFlangeSize by using an underscore (_) to separate the metadata.  
: The user can assign metadata to the section in the SectionLabel while keeping the WideFlangeSize by using an underscore (_) to separate the metadata. E.g.
:: E.g. addSectionData SectionLabel W44X290_mine
::'' addSectionData SectionLabel W44X290_mine''
;$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=$WeightDensity*ElementLength. Optional, default = 1.e8
;$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



BuildingTcl -- addSection

Return to BuildingTcl Command Language Manual