BuildingTcl -- addSection: SectionModelLabel CustomWideFlangeFiber

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Commands

addSectionData SectionLabel $SectionLabel
addSectionData SectionModelLabel CustomWideFlangeFiber
addSectionData d $d
addSectionData bf $bf
addSectionData tf $tf
addSectionData tw $tw
addSectionData MaterialLabel $MaterialLabel
<addSectionData SectionDescription $SectionDescription >
<addSectionData nfdw $nfdw>
<addSectionData nftw $nftw>
<addSectionData nfbf $nfbf>
<addSectionData nftf $nftf>
<addSectionData nu $nu>
<addSectionData J$J>
<addSectionData WeightDensity $WeightDensity>;
addSection


Arguments

$SectionLabel
Unique Section Label for reference
$d
Section Depth
$bf
Flange Width
$tf
Flange Thickness
$tw
Web Thickness
$MaterialLabel
Previously-Defined MateriaLabel
$SectionDescription
Text. Optional, default = blank {}
$nfdw
Number of web fibers along section depth. Optional, default = 8
$nftw
Number of flange fibers along flange width. Optional, default = 4
$nfbf
Number of web fibers along web thickness. Optional, default = 8
$nftf
Number of flange fibers along flange thickness. Optional, default = 4
$nu
Poisson's Ratio. Used to calulated G=($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 Fiber Section



BuildingTcl -- addSection

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