BuildingTcl -- addSection: SectionModelLabel ElasticRectangular: Difference between revisions

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:addSectionData SectionModelLabel ElasticRectangular
:addSectionData SectionModelLabel ElasticRectangular
:addSectionData E $E
:addSectionData E $E
:addSectionData Ag $Ag
:addSectionData B $B
:addSectionData Iz $Iz
:addSectionData H $H
:<addSectionData SectionDescription $SectionDescription >
:<addSectionData SectionDescription $SectionDescription >
:<addSectionData nu $nu>
:<addSectionData nu $nu>
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;$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 19:37, 2 November 2009

Commands

addSectionData SectionLabel $SectionLabel
addSectionData SectionModelLabel ElasticRectangular
addSectionData E $E
addSectionData B $B
addSectionData H $H
<addSectionData SectionDescription $SectionDescription >
<addSectionData nu $nu>
<addSectionData J $J>
<addSectionData WeightDensity $WeightDensity>;
addSection


Arguments

$SectionLabel
Unique Section Label for reference
$E
Elastic Modulus
$B
Width along horizontal/bending axis
$H
Depth along vertical/rotated axis
$SectionDescription
Text. Optional, default = blank {}
$nu
Poisson's Ratio. Used to calulated G=($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