Köprü ayakları üst yapıyı taşıyan, üst yapıdan gelen düşey yükleri temele aktaran; sismik yükler, rüzgar yükleri ve çeşitli servis durumu yüklerinden kaynaklanan yatay yükleri taşıyan yapısal elemanlardır. Yaygın olarak kullanılan kolon geometrileri; dikdörtgen kolon, H-kolon ve obligon kolondur.

Dikdörtgen Kolon

Dikdörtgen geometriye sahip olan kolon, OpenBrIM'de "Dikdörtgen Kolon" objesi olarak temsil edilir.

Kullanıcı Parametreleri

Input Parameters

<O N="GeometricParameters" T="Project">
    <P N="Support" V="KBYS_BaslikKirisi" T="KBYS_BaslikKirisi" D="Başlık Kirişi" Role="Input" Category="Geometri" />
    <O T="ParamInfo" Min="1" Max="1" Required="1" Pick="1" Param="Support" />
    <P N="LocZ" V="-20000" D="Temel Üst Kotu" Role="Input" Category="Geometri" UT="Length" UC="M_KN" />
    <P N="ColW" V="3000" D="Kolon Uzunluğu" Role="Input" Category="Geometri" UT="Length" UC="M_KN" />
    <P N="ColT" V="7500" D="Kolon Genişliği" Role="Input" Category="Geometri" UT="Length" UC="M_KN" />
    <P N="ColWP" V="200" D="Kolon Pah Genisligi " Role="Input" Category="Geometri" UT="Length" UC="CM_KGF" />
    <P N="ColLP" V="300" D="Kolon Pah Kalinligi" Role="Input" Category="Geometri" UT="Length" UC="CM_KGF" />
    <P N="ColumnSkew" V="Support.s" />
</O>
<O N="FEMParameters" T="Group">
    <P N="runMesh" V="2" D="Sonlu Eleman Modeli[Olustur=1/Olusturma=2]" Role="Input" Category="FEM" />
    <P N="pierMat" V="NULL" T="Material" D="Material" Role="Input" Category="FEM" />
    <P N="ColumnMesh" V="5" D="Kolondaki Mesh Sayisi" Role="Input" Category="FEM" />
</O>

Gerekli Parametreler

Başlık kirişi seçimi (Support)

Hangi başlık kirişini referans alması gerektiğini belirtir.

ParamInfo

Z lokasyonu (LocZ) (m)

Temel üst kotunu belirtir.

Kolon uzunluğu (ColW) (m)

Kolonun yol doğrultusundaki boyutu

Kolon genişliği (ColT) (m)

Kolonun yolun eksenine dik doğrultudaki boyutu

Kolon pah genişliği (ColWP) (cm)

Kırılan pahın kenar ölçüsü

Kolon pah kalınlığı (ColLP) (cm)

Kırılan pahın hipotenüs ölçüsü

ColumnSkew

3D Geometri

3D Geometry

<O N="Geometry" T="Project">
    <O N="ElevationDeltaCalculations" T="Group">
        <P N="Point3_ele" V="alignT(ColumnRoute,ReferenceCoordinates[0],ReferenceCoordinates[1]+ColT/2)" />
        <P N="Point2_ele" V="alignT(ColumnRoute,ReferenceCoordinates[0],ReferenceCoordinates[1]-ColT/2)" />
        <P N="ChamferElev_R" V="alignT(ColumnRoute,ReferenceCoordinates[0],ReferenceCoordinates[1]+ColT/2-ColLP)" />
        <P N="ChamferElev_L" V="alignT(ColumnRoute,ReferenceCoordinates[0],ReferenceCoordinates[1]-ColT/2+ColLP)" />
        <P N="Point1_ele" V="alignT(ColumnRoute,ReferenceCoordinates[0],ReferenceCoordinates[1])" />
        <P N="Delta_ele_right" V="Point1_ele-Point3_ele" />
        <P N="Delta_ele_left" V="Point1_ele-Point2_ele" />
        <P N="ChamferDelElev_R" V="Point1_ele-ChamferElev_R" />
        <P N="ChamferDelElev_L" V="Point1_ele-ChamferElev_L" />
    </O>
    <O N="LongitudinalDeltaCalculations" T="Group">
        <P N="First_vrt" V="alignV(ColumnRoute,ReferenceCoordinates[0],ReferenceCoordinates[1])" />
        <P N="Second_vrt" V="alignV(ColumnRoute,ReferenceCoordinates[0]-ColW/2,ReferenceCoordinates[1])" />
        <P N="Third_vrt" V="alignV(ColumnRoute,ReferenceCoordinates[0]+ColW/2,ReferenceCoordinates[1])" />
        <P N="Delta_vrt_back" V="First_vrt-Second_vrt" />
        <P N="Delta_vrt_front" V="First_vrt-Third_vrt" />
    </O>
    <O N="SecondSurface" T="Group">
        <!-- X-X yonunde olusturalan surfaceların tekrar tekrar kullanılması icin hesaplanan koordinatlar
    Second Surface, pahlı olan surface -->
        <P N="Point1_1" V="[0,-ColT/2+ColLP,+LocZ]" />
        <P N="Point2_1" V="[0,0,+LocZ]" />
        <P N="Point3_1" V="[0,ColT/2-ColLP,+LocZ]" />
        <P N="Point4_1" V="[0,ColT/2-ColLP,ReferenceCoordinates[2]]" />
        <P N="Point6_1" V="[0,-ColT/2+ColLP,ReferenceCoordinates[2]]" />
    </O>
    <O N="FirstSurface" T="Group">
        <!-- First Surface, pahsız olan surface -->
        <P N="Point1_2" V="[0,-ColT/2,+LocZ]" />
        <P N="Point2_2" V="[0,0,+LocZ]" />
        <P N="Point3_2" V="[0,ColT/2,+LocZ]" />
        <P N="Point4_2" V="[0,ColT/2,ReferenceCoordinates[2]]" />
        <P N="Point6_2" V="[0,-ColT/2,ReferenceCoordinates[2]]" />
        <P N="ref_Y" V="onliner([Point4_2,Point6_2],0.5)[1]" />
        <!-- Refline'in Y koordinatının hesabı -->
    </O>
    <O N="RectangleColumn" T="Volume" Alignment="ColumnRoute" AlignH="Warp" AlignV="Warp" AlignT="Warp" X="getlistitem(ReferenceCoordinates,0)" Y="getlistitem(ReferenceCoordinates,1)" RZ="-Support.sRad" AlignY="ReferenceCoordinates[1]">
        <O T="Surface" X="-ColW/2" AlignX="ReferenceCoordinates[0]-ColW/2">
            <O T="Point" X="Point1_1[0]" Y="Point1_1[1]" Z="Point1_1[2]" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" X="Point3_1[0]" Y="Point3_1[1]" Z="Point3_1[2]" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" X="Point4_1[0]" Y="Point4_1[1]" Z="Point4_1[2]" />
            <O T="Point" X="Point6_1[0]" Y="Point6_1[1]" Z="Point6_1[2]" />
        </O>
        <O T="Surface" X="-ColW/2+ColWP" AlignX="ReferenceCoordinates[0]-ColW/2+ColWP">
            <O T="Point" X="Point1_2[0]" Y="Point1_2[1]" Z="Point1_2[2]" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" X="Point3_2[0]" Y="Point3_2[1]" Z="Point3_2[2]" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" X="Point4_2[0]" Y="Point4_2[1]" Z="Point4_2[2]" />
            <O T="Point" X="Point6_2[0]" Y="Point6_2[1]" Z="Point6_2[2]" />
        </O>
        <O T="Surface" X="ColW/2-ColWP" AlignX="ReferenceCoordinates[0]+ColW/2-ColWP">
            <O T="Point" X="Point1_2[0]" Y="Point1_2[1]" Z="Point1_2[2]" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" X="Point3_2[0]" Y="Point3_2[1]" Z="Point3_2[2]" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" X="Point4_2[0]" Y="Point4_2[1]" Z="Point4_2[2]" />
            <O T="Point" X="Point6_2[0]" Y="Point6_2[1]" Z="Point6_2[2]" />
        </O>
        <O T="Surface" X="ColW/2" AlignX="ReferenceCoordinates[0]+ColW/2">
            <O T="Point" X="Point1_1[0]" Y="Point1_1[1]" Z="Point1_1[2]" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" X="Point3_1[0]" Y="Point3_1[1]" Z="Point3_1[2]" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" X="Point4_1[0]" Y="Point4_1[1]" Z="Point4_1[2]" />
            <O T="Point" X="Point6_1[0]" Y="Point6_1[1]" Z="Point6_1[2]" />
        </O>
    </O>
</O>

Finite Element Model DOC-58 - Getting issue details... STATUS

FEM

<O N="FiniteElement" T="Project">
    <P N="Guard" V="runMesh.EQ.1" />
    <P N="TopPoint" V="Support.Ref_Line" />
    <P N="TopPointX" V="alignHX(ColumnRoute,TopPoint[0],TopPoint[1])" />
    <P N="TopPointY" V="alignHY(ColumnRoute,TopPoint[0],TopPoint[1])" />
    <P N="TopPointZ" V="Support.Ref_Line[2]+alignV(ColumnRoute,TopPoint[0],TopPoint[1])+alignT(ColumnRoute,TopPoint[0],TopPoint[1])" />
    <P N="TopPointAligned" V="[TopPointX,TopPointY,TopPointZ]" />
    <P N="BottomPoint" V="onliner([FoundationRefST,FoundationRefEND],0.5)" />
    <P N="BottomPointX" V="alignHX(ColumnRoute,BottomPoint[0],BottomPoint[1])" />
    <P N="BottomPointY" V="alignHY(ColumnRoute,BottomPoint[0],BottomPoint[1])" />
    <P N="BottomPointZ" V="BottomPoint[2]" />
    <P N="BottomPointAligned" V="[BottomPointX,BottomPointY,BottomPointZ]" />
    <P N="ColumnLine" V="[TopPointAligned,BottomPointAligned]" />
    <P N="Meshhhh" V="linesplit(ColumnLine,ColumnMesh)" />
    <P N="AngleSection" V="alignHA(ColumnRoute,TopPoint[0],TopPoint[1])-Support.sRad" />
    <O N="Sections_and_Properties" T="Group">
        <O N="RectangularSection" T="Section">
            <P N="Material" V="pierMat" T="Material" />
            <O T="Shape">
                <O T="Point" X="ColW/2" Y="ColT/2" />
                <O T="Point" X="-ColW/2" Y="ColT/2" />
                <O T="Point" X="-ColW/2" Y="-ColT/2" />
                <O T="Point" X="ColW/2" Y="-ColT/2" />
            </O>
            <O N="Section_Properties" T="Group">
                <P N="Ax" V="sectionA(RectangularSection)" />
                <P N="Ay" V="sectionAy(RectangularSection)" />
                <P N="Az" V="sectionAz(RectangularSection)" />
                <P N="J" V="sectionJ(RectangularSection)" />
                <P N="Iy" V="sectionIy(RectangularSection)" />
                <P N="Iz" V="sectionIz(RectangularSection)" />
            </O>
        </O>
    </O>
    <O N="RectangularMesh" T="Repeat" S="0" E="ColumnMesh-1" I="1" CTRL="i" i="0">
        <O N="Joint" T="Node" X="Meshhhh[i][0]" Y="Meshhhh[i][1]" Z="Meshhhh[i][2]" />
        <O N="BottomCondition" T="Group">
            <P N="Guard" V="i .EQ. ColumnMesh-1" />
            <P N="ShallowFoundation" V="refs('KBYS_Yuzeysel_Temel')" />
            <P N="PileFoundation" V="refs('KBYS_KazikliTemel')" />
            <P N="FoundationControl" V="concat(ShallowFoundation,PileFoundation)" />
            <O N="ColumnBottomNode" T="Node" X="Meshhhh[i+1][0]" Y="Meshhhh[i+1][1]" Z="Meshhhh[i+1][2]">
                <P N="Tx" V="iif( FoundationControl .EQ. NULL ,  -1 , 0 )" />
                <P N="Ty" V="iif( FoundationControl .EQ. NULL ,  -1 , 0 )" />
                <P N="Tz" V="iif( FoundationControl .EQ. NULL ,  -1 , 0 )" />
                <P N="Rx" V="iif( FoundationControl .EQ. NULL ,  -1 , 0 )" />
                <P N="Ry" V="iif( FoundationControl .EQ. NULL ,  -1 , 0 )" />
                <P N="Rz" V="iif( FoundationControl .EQ. NULL ,  -1 , 0 )" />
            </O>
            <O N="ColumnFeLine" T="FELine">
                <P N="Node1" V="Joint" T="Node" />
                <P N="Node2" V="ColumnBottomNode" T="Node" />
                <P N="Section" V="RectangularSection" T="Section" />
                <P N="Beta" V="AngleSection" />
            </O>
        </O>
        <O N="ColumnFeLine" T="FELine">
            <P N="Guard" V="i .LT. ColumnMesh-1" />
            <P N="Node1" V="RectangularMesh[i].Joint" T="Node" />
            <P N="Node2" V="RectangularMesh[i+1].Joint" T="Node" />
            <P N="Section" V="RectangularSection" T="Section" />
            <P N="Beta" V="AngleSection" />
        </O>
    </O>
</O>

Export

Export

<O T="Export">
    <!-- yüzeysel temel objesi için exportlandı -->
    <P N="SubStructureType" V="2" />
    <P N="ColumnRoute" V="Support.Alignment_.YolAliynmani" />
    <P N="ReferenceCoordinates" V="onliner([Support.StartRefline3,Support.EndRefline3],0.5)" />
    <P N="FoundationRefST" V="toglobal(refline)[0]" />
    <P N="FoundationRefEND" V="toglobal(refline)[1]" />
    <O N="refline" T="Volume" Alignment="ColumnRoute" AlignH="Warp" AlignV="Fixed" AlignT="Fixed">
        <O N="PT1" T="Point" X="ReferenceCoordinates[0]" Y="ReferenceCoordinates[1]-(ColT/2-ColLP)" Z="LocZ" />
        <O N="PT2" T="Point" X="ReferenceCoordinates[0]" Y="ReferenceCoordinates[1]+(ColT/2-ColLP)" Z="LocZ" />
    </O>
</O>

H-Kolon

H şeklinde geometriye sahip köprü ayağı, OpenBrIM sistemi içinde "H-Kolon" olarak temsil edilir.

Kullanıcı Parametreleri

Input Parameters

<O N="GeometricParameters" T="Project">
    <P N="Support" V="BK1" T="KBYS_BaslikKirisi" D="Başlık Kirişi" Role="Input" Category="Geometri" />
    <O T="ParamInfo" Min="1" Max="1" Required="1" Pick="1" Param="Support" />
    <P N="LocZ" V="-15000" D="Temel Üst Kotu" Role="Input" Category="Geometri" UT="Length" UC="M_KN" />
    <P N="et_width" V="500" D="Et_Kalinligi" Role="Input" Category="Geometri" UT="Length" UC="CM_KGF" />
    <P N="cd_width" V="1000" D="Cidar_Kalinligi" Role="Input" Category="Geometri" UT="Length" UC="CM_KGF" />
    <P N="d1" V="1500" Role="Input" Category="Geometri" UT="Length" UC="CM_KGF" />
    <P N="d2" V="2500" Role="Input" Category="Geometri" UT="Length" UC="CM_KGF" />
</O>
<O N="FEMParameters" T="Group">
    <P N="pierMat" V="NULL" T="Material" D="Material" Role="Input" Category="FEM" />
    <P N="ColumnMesh" V="3" D="Kolondaki Mesh Sayisi" Role="Input" Category="FEM" />
    <P N="runMesh" V="2" D="Sonlu Eleman Modeli[Olustur=1/Olusturma=2]" Role="Input" Category="FEM" />
</O>

Gerekli Parametreler

Başlık kirişi seçimi (Support)

Hangi başlık kirişini referans alması gerektiğini belirtir.

ParamInfo

Z lokasyonu (LocZ) (m)

Temel üst kotunu belirtir.

Et kalınlığı (et_width) (m)

Kolonun yol ekseni doğrultusundaki açıklık boyutudur.

Cidar kalınlığı (cd_width) (m)

Kolonun yol ekseni doğrultusundaki boyutun yarısıdır.

Kolonunu iç geniliği (d1) (m)

Kolonun yol eksenine dik doğrultudaki ve orta kesitinin boyutudur.

Kolonun dış genişliği (d2) (m)

Kolonun yol eksenine dik doğrultudaki ve en dışta kalan kesitinin boyutudur.

3D Geometri

3D Geometry

<O N="Geometry" T="Project">
    <O N="HColumn" T="Volume" Alignment="HColumnRoute" AlignH="Warp" AlignV="Warp" AlignT="Warp" X="Coor_X" Y="Coor_Y" RZ="-SkewAngle">
        <P N="Opacity" V="0.8" />
        <O T="Shape" X="-(et_width/2+cd_width)">
            <O T="Point" Y="-d2/2" Z="Coor_Z" />
            <O T="Point" Y="-d2/2" Z="LocZ" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" Y="d2/2" Z="LocZ" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" Y="d2/2" Z="Coor_Z" />
        </O>
        <O T="Shape" X="-(et_width/2)">
            <O T="Point" Y="-d2/2" Z="Coor_Z" />
            <O T="Point" Y="-d2/2" Z="LocZ" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" Y="d2/2" Z="LocZ" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" Y="d2/2" Z="Coor_Z" />
        </O>
        <O T="Shape" X="-(et_width/2)">
            <O T="Point" Y="-d1/2" Z="Coor_Z" />
            <O T="Point" Y="-d1/2" Z="LocZ" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" Y="d1/2" Z="LocZ" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" Y="d1/2" Z="Coor_Z" />
        </O>
        <O T="Shape" X="(et_width/2)">
            <O T="Point" Y="-d1/2" Z="Coor_Z" />
            <O T="Point" Y="-d1/2" Z="LocZ" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" Y="d1/2" Z="LocZ" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" Y="d1/2" Z="Coor_Z" />
        </O>
        <O T="Shape" X="(et_width/2)">
            <O T="Point" Y="-d2/2" Z="Coor_Z" />
            <O T="Point" Y="-d2/2" Z="LocZ" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" Y="d2/2" Z="LocZ" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" Y="d2/2" Z="Coor_Z" />
        </O>
        <O T="Shape" X="(et_width/2+cd_width)">
            <O T="Point" Y="-d2/2" Z="Coor_Z" />
            <O T="Point" Y="-d2/2" Z="LocZ" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" Y="d2/2" Z="LocZ" AlignV="Fixed" AlignT="Fixed" />
            <O T="Point" Y="d2/2" Z="Coor_Z" />
        </O>
    </O>
</O>

Finite Element Model DOC-59 - Getting issue details... STATUS

FEM

<O N="FEM" T="Project">
    <P N="Guard" V="runMesh.EQ.1" />
    <P N="TopPoint" V="Support.Ref_Line" />
    <P N="TopPointX" V="alignHX(HColumnRoute,TopPoint[0],TopPoint[1])" />
    <P N="TopPointY" V="alignHY(HColumnRoute,TopPoint[0],TopPoint[1])" />
    <P N="TopPointZ" V="Support.Ref_Line[2]+alignV(HColumnRoute,TopPoint[0],TopPoint[1])+alignT(HColumnRoute,TopPoint[0],TopPoint[1])" />
    <P N="TopPointAligned" V="[TopPointX,TopPointY,TopPointZ]" />
    <P N="BottomPoint" V="onliner([FoundationRefST,FoundationRefEND],0.5)" />
    <P N="BottomPointX" V="alignHX(HColumnRoute,BottomPoint[0],BottomPoint[1])" />
    <P N="BottomPointY" V="alignHY(HColumnRoute,BottomPoint[0],BottomPoint[1])" />
    <P N="BottomPointZ" V="BottomPoint[2]" />
    <P N="BottomPointAligned" V="[BottomPointX,BottomPointY,BottomPointZ]" />
    <P N="HColumnLine" V="[TopPointAligned,BottomPointAligned]" />
    <P N="Meshhh" V="linesplit(HColumnLine,ColumnMesh)" />
    <P N="AngleSection" V="alignHA(HColumnRoute,TopPoint[0],TopPoint[1])-Support.sRad" />
    <O N="Mesh" T="Repeat" S="0" E="length(Meshhh)-2" I="1" CTRL="i" i="0">
        <O N="TopNode" T="Node" X="Meshhh[i][0]" Y="Meshhh[i][1]" Z="Meshhh[i][2]" />
        <O N="BottomNode" T="Node" X="Meshhh[i+1][0]" Y="Meshhh[i+1][1]" Z="Meshhh[i+1][2]" />
        <O N="line7" T="FELine">
            <P N="Node1" V="TopNode" T="Node" />
            <P N="Node2" V="BottomNode" T="Node" />
            <P N="Section" V="HSection" T="Section" />
            <P N="Beta" V="AngleSection" />
        </O>
    </O>
    <O N="HSection" T="Section">
        <P N="Material" V="pierMat" T="Material" />
        <O T="Shape">
            <O T="Point" Y="-(et_width/2)" X="-d1/2" />
            <O T="Point" Y="-(et_width/2)" X="-d2/2" />
            <O T="Point" Y="-(et_width/2+cd_width)" X="-d2/2" />
            <O T="Point" Y="-(et_width/2+cd_width)" X="d2/2" />
            <O T="Point" Y="-(et_width/2)" X="d2/2" />
            <O T="Point" Y="-(et_width/2)" X="d1/2" />
            <O T="Point" Y="(et_width/2)" X="d1/2" />
            <O T="Point" Y="(et_width/2)" X="d2/2" />
            <O T="Point" Y="(et_width/2+cd_width)" X="d2/2" />
            <O T="Point" Y="(et_width/2+cd_width)" X="-d2/2" />
            <O T="Point" Y="(et_width/2)" X="-d2/2" />
            <O T="Point" Y="(et_width/2)" X="-d1/2" />
        </O>
        <O N="Section_Properties" T="Group">
            <P N="Ax" V="sectionA(HSection)" />
            <P N="Ay" V="sectionAy(HSection)" />
            <P N="Az" V="sectionAz(HSection)" />
            <P N="J" V="sectionJ(HSection)" />
            <P N="Iy" V="sectionIy(HSection)" />
            <P N="Iz" V="sectionIz(HSection)" />
        </O>
    </O>
    <O N="Load_Definition" T="Group">
        <P N="IceLoad" V="refs('Ice_Effects')" />
        <O N="DefinedLoad" T="Group">
            <P N="Guard" V="IceLoad .NE. NULL .AND. length(IceLoad) .NE. 0" />
            <O N="Load_Parameters" T="Group">
                <P N="IceThickness" V="IceLoad[0].ice_thick" />
                <P N="SkewAlpha" V="Support.s" />
                <P N="SkewRad" V="Support.sRad" />
                <P N="IcePressure" V="IceLoad[0].Pressure" />
            </O>
            <O N="Calculations" T="Group">
                <P N="C_n" V="iif(SkewAlpha .LE. 15 , 1 , iif( SkewAlpha .LE. 30 , 0.75 , 0.50)) " />
                <!-- Buzun birim hacim ağırlığı 7 kN/m3 olarak alınmıştır. -->
                <P N="q_1" V="IceThickness*7" />
                <!-- kPa -->
                <P N="q_2" V="1.53*1000" />
                <!-- kPa -->
                <P N="ColumnWidth" V="ColW" />
                <P N="Principal_q" V="q_2" />
                <P N="area_ice" V="IceThickness*ColumnWidth/1000" />
                <P N="force_ice" V="IcePressure*C_n*area_ice/10000" />
            </O>
            <O N="ColumnNodes" T="Group">
                <!-- -->
                <P N="Members" V="map(Mesh,x.line7)" />
                <O N="Beam_Load" T="Group" S="0" E="length(Members)-1" I="1" CTRL="p" p="0">
                    <O N="load1" T="FELineLoad">
                        <P N="LC" V="IceLoad[0].Ice_Load" T="AnalysisCase" />
                        <P N="Beam" V="Members[p]" T="FELine" />
                        <P N="Mag" V="force_ice" />
                        <P N="StartLoc" V="10" />
                        <P N="EndLoc" V="20" />
                        <P N="Dir" V="Fx" T="Text" />
                    </O>
                </O>
            </O>
        </O>
    </O>
</O>

Export

FEM

<O T="Export">
    <P N="ReferenceCoordinates" V="onliner([Support.StartRefline3,Support.EndRefline3],0.5)" />
    <P N="Coor_X" V="ReferenceCoordinates[0]" />
    <P N="Coor_Y" V="ReferenceCoordinates[1]" />
    <P N="Coor_Z" V="ReferenceCoordinates[2]" />
    <P N="HColumnRoute" V="Support.Alignment_.YolAliynmani" />
    <P N="SkewAngle" V="Support.sRad" />
    <P N="FoundationRefST" V="toglobal(refline)[0]" />
    <P N="FoundationRefEND" V="toglobal(refline)[1]" />
    <O N="refline" T="Volume" Alignment="HColumnRoute" AlignH="Warp" AlignV="Fixed" AlignT="Fixed">
        <O N="PT1" T="Point" X="Coor_X" Y="Coor_Y-d1/2" Z="LocZ" />
        <O N="PT2" T="Point" X="Coor_X" Y="Coor_Y+d1/2" Z="LocZ" />
    </O>
</O>

Obligon Kolon

obligon kolon objesi çalışır hale geldikten sonra dokümana eklenecek.

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