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Başlık kirişi, köprü ayaklarıyla tabliye arasında bulunan ara elemandır. Düşey yük taşıyan ana kirişleri taşır ve bu kirişlerin yükünü köprü ayaklarına/ aktarır. Başlık kirişi deprem ve diğer yükleme kombinasyonları esnasında yapıyı daha güvenli kılar, yüklerin eşit dağılımını gerçekleştirigerçekleştirir. Yapının bütünleşik olarak hareket etmesini sağlar. Bağ kiriş görevi görür.

Buraya gerçek hayattan başlık kirişi görseli eklenmeli

Jira Legacy

showSummary	false
server	System JIRA
serverId	12184a62-cd2a-3b23-8878-0a21493ef13f
key	DOC-39

...

T Kesit

Ters T şeklinde kullanılan başlık kirişi, kutu kesit başlık kirişinden farklı olarak kirişlerin boyuna ilerlemesini limitler dahilinde engeller.

Image Added

Kutu Kesit

Boyuna deplasmanın kritik olmadığı durumlarda kullanılır.

Image Added

Kullanıcı Parametreleri

Code Block

language	xml
theme	Eclipse
title	Input Parameters
collapse	true

    <O N="GeometricParameters" T="Group">
        <P N="type" V="2" D="Başlık Kirişi Tipi[T Kesit=1/Kutu Kesit=2]" Role="Input" Category="Geometri" />
        <P N="LocX" V="35000" D="Kilometre" Role="Input" Category="Geometri" UT="Length" UC="KM_N" />
        <P N="LocY" V="0" D="Yol Eksenine Dik Uzaklık" Role="Input" Category="Geometri" UT="Length" UC="M_KN" />
        <P N="Alignment_" V="A1" T="KBYS_Aliynman" D="Ait Oldugu Aliyman" Role="Input" Category="Geometri" />
        <O T="ParamInfo" Min="1" Max="1" Required="1" Param="Alignment_" Pick="1" List="1" />
        <P N="depth_hh" V="11000" D="Başlık Kirişi Genişliği" Role="Input" Category="Geometri" UT="Length" UC="M_KN" />
        <P N="CB_b1" V="2500" D="1.faz Beton Genisligi" Role="Input" Category="Geometri" UT="Length" UC="M_KN" />
        <P N="CB_h1" V="1100" D="1.faz Beton Yuksekligi" Role="Input" Category="Geometri" UT="Length" UC="M_KN" />
        <P N="CB_b2" V="950" D="2.faz Beton Genisligi" Role="Input" Category="Geometri" UT="Length" UC="M_KN" />
        <P N="s" V="0" D="Verevlik Açısı" Role="Input" Category="Geometri" UT="Angle" UC="DEGREE" />
    </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="mesh" V="3" D="mesh sayisi" Role="Input" Category="FEM" />
        <P N="SubSecMat" V="NULL" T="Material" D="Material" Role="Input" Category="FEM" />
    </O>

...

Başlık kirişin ait olduğu güzergahla beraber çalışabilmesi için önce hangi güzergaha ait olduğu bilinmeli ve bu yüzden seçilmelidir. Güzergah tanımı güzergah objesi aracılığıyla yapılır. Güzergah objesi ve parametreleri için bkz. XXXXX.

Jira Legacy

showSummary	false
server	System JIRA
serverId	12184a62-cd2a-3b23-8878-0a21493ef13f
key	DOC-40

ParamInfo

Başlık Kirişi Genişliği (depth_hh) (m)

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"Code block" içindeki geometrik nokta hesapları görsel ile açıklanarak eklenmeli

Jira Legacy

showSummary	false
server	System JIRA
serverId	12184a62-cd2a-3b23-8878-0a21493ef13f
key	DOC-41

Code Block

language	xml
theme	Eclipse
title	3D Geometry
collapse	true

   <O N="Geometry" T="Group">
        <O N="T_Section" T="Group" Alignment="Alignment_.YolAliynmani" AlignH="Warp" AlignV="Warp" AlignT="Warp">
            <O N="CapBeam" T="Volume" Y="LocY" X="LocX">
                <P N="Guard" V="type .EQ. 1" />
                <P N="Opacity" V="0.80" />
                <O N="C-C_outside" T="Surface" Y="-depth_hh/2">
                    <O T="Point" Y="0" X="((CB_b2/2)/cos(-sRad))-Skewness" Z="-Z4" AlignTB="0" />
                    <O T="Point" Y="0" X="((CB_b2/2)/cos(-sRad))-Skewness" Z="-(h2)" AlignTB="0" />
                    <O T="Point" Y="0" X="((CB_b1/2)/cos(-sRad))-Skewness" Z="-(h2)" AlignTB="0" />
                    <O T="Point" Y="0" X="((CB_b1/2)/cos(-sRad))-Skewness" Z="-(CB_h1+CB_h2)" AlignTB="0" />
                    <O T="Point" Y="0" X="((-CB_b1/2)/cos(-sRad))-Skewness" Z="-(CB_h1+CB_h2)" AlignTB="0" />
                    <O T="Point" Y="0" X="((-CB_b1/2)/cos(-sRad))-Skewness" Z="-(CB_h2)" AlignTB="0" />
                    <O T="Point" Y="0" X="((-CB_b2/2)/cos(-sRad))-Skewness" Z="-(CB_h2)" AlignTB="0" />
                    <O T="Point" Y="0" X="((-CB_b2/2)/cos(-sRad))-Skewness" Z="-Z4" AlignTB="0" />
                </O>
                <O N="C-C_inside" T="Surface" Y="depth_hh/2">
                    <O T="Point" Y="0" X="((CB_b2/2)/cos(-sRad))+Skewness" Z="-Z4" AlignTB="0" />
                    <O T="Point" Y="0" X="((CB_b2/2)/cos(-sRad))+Skewness" Z="-(h2)" AlignTB="0" />
                    <O T="Point" Y="0" X="((CB_b1/2)/cos(-sRad))+Skewness" Z="-(h2)" AlignTB="0" />
                    <O T="Point" Y="0" X="((CB_b1/2)/cos(-sRad))+Skewness" Z="-(CB_h1+CB_h2)" AlignTB="0" />
                    <O T="Point" Y="0" X="((-CB_b1/2)/cos(-sRad))+Skewness" Z="-(CB_h1+CB_h2)" AlignTB="0" />
                    <O T="Point" Y="0" X="((-CB_b1/2)/cos(-sRad))+Skewness" Z="-(CB_h2)" AlignTB="0" />
                    <O T="Point" Y="0" X="((-CB_b2/2)/cos(-sRad))+Skewness" Z="-(CB_h2)" AlignTB="0" />
                    <O T="Point" Y="0" X="((-CB_b2/2)/cos(-sRad))+Skewness" Z="-Z4" AlignTB="0" />
                </O>
            </O>
        </O>
        <O N="Box_Section" T="Group" Alignment="Alignment_.YolAliynmani" AlignH="Warp" AlignV="Warp" AlignT="Warp">
            <O N="CapBeam" T="Volume" Y="LocY" X="LocX" Z="-CB_h2">
                <P N="Guard" V="type .EQ. 2" />
                <P N="Opacity" V="0.80" />
                <O N="C-C_outside" T="Surface" Y="-depth_hh/2">
                    <O T="Point" Y="0" X="((CB_b1/2)/cos(-sRad))-Skewness" Z="-(CB_h1)" AlignTB="0" />
                    <O T="Point" Y="0" X="((-CB_b1/2)/cos(-sRad))-Skewness" Z="-(CB_h1)" AlignTB="0" />
                    <O T="Point" Y="0" X="((-CB_b1/2)/cos(-sRad))-Skewness" Z="-Z4" AlignTB="0" />
                    <O T="Point" Y="0" X="((CB_b1/2)/cos(-sRad))-Skewness" Z="-Z4" AlignTB="0" />
                </O>
                <O N="C-C_inside" T="Surface" Y="depth_hh/2">
                    <O T="Point" Y="0" X="((CB_b1/2)/cos(-sRad))+Skewness" Z="-(CB_h1)" AlignTB="0" />
                    <O T="Point" Y="0" X="((-CB_b1/2)/cos(-sRad))+Skewness" Z="-(CB_h1)" AlignTB="0" />
                    <O T="Point" Y="0" X="((-CB_b1/2)/cos(-sRad))+Skewness" Z="-Z4" AlignTB="0" />
                    <O T="Point" Y="0" X="((CB_b1/2)/cos(-sRad))+Skewness" Z="-Z4" AlignTB="0" />
                </O>
            </O>
        </O>

...

"Code block" içindeki hesaplar görsel ile açıklanarak eklenmeli (Örnek: Second condition hangi durumu temsil etmektedir?)

Jira Legacy

showSummary	false
server	System JIRA
serverId	12184a62-cd2a-3b23-8878-0a21493ef13f
key	DOC-42

Code Block

language	xml
theme	Eclipse
title	FEM
collapse	true

    <O N="FiniteElement" T="Group" Alignment="Alignment_.YolAliynmani" AlignH="Warp" AlignV="Warp" AlignT="Warp" Exported="1">
        <P N="Guard" V="runMesh.EQ.1" />
        <!-- Baslık Kirisinin sol konsoluna yerlesen mesnetlerin listesi -->
        <P N="Left_Side_Bearings" V="filter(InfrastructureBearings,x.activeref .EQ. 1)" />
        <!-- Baslık Kirisinin sag konsoluna yerlesen mesnetlerin listesi -->
        <P N="Right_Side_Bearings" V="filter(InfrastructureBearings,x.activeref .EQ. 2)" />
        <!-- Baslik Kirisi alt yuzeyinde bulunan refline'ın orta noktası -->
        <P N="Ref_Line" V="onliner([StartRefline3,EndRefline3],0.5)" />
        <P N="Ref_Po" V="[Ref_Line[0],Ref_Line[1],Ref_Line[2]+CB_h1]" />
        <O N="Sorted_Bearings_List" T="Group">
            <!-- Listelerin LocY'ye göre sıralanması -->
            <P N="Sorted_Left_Bearings" V="sort(Left_Side_Bearings,x.ElastomerPosition[1])" />
            <P N="Sorted_Right_Bearings" V="sort(Right_Side_Bearings,x.ElastomerPosition[1])" />
        </O>
        <O N="Boundary_Condition" T="Group">
            <!-- Baslik Kirisinin iki uç noktasının koordinat listeleri -->
            <P N="Leftmost_Bearings" V="[StartRefline3[0],StartRefline3[1],StartRefline3[2]+CB_h1]" />
            <P N="Rightest_Bearings" V="[EndRefline3[0],EndRefline3[1],EndRefline3[2]+CB_h1]" />
        </O>
        <O N="Sections_and_Properties" T="Group">
            <O N="First_State" T="Group">
                <P N="Guard" V="length(InfrastructureBearings) .EQ. 0 " />
                <O N="S_SS1" T="Section">
                    <P N="Material" V="SubSecMat" T="Material" />
                    <O T="Shape">
                        <O T="Point" X="Bearing_Width1" Y="0" />
                        <O T="Point" X="-Bearing_Width1" Y="0" />
                        <O T="Point" X="-Bearing_Width1" Y="-CB_h1" />
                        <O T="Point" X="Bearing_Width1" Y="-CB_h1" />
                    </O>
                </O>
                <O N="Section_Properties" T="Group">
                    <P N="Ax" V="sectionA(S_SS1)" />
                    <P N="Ay" V="sectionAy(S_SS1)" />
                    <P N="Az" V="sectionAz(S_SS1)" />
                    <P N="J" V="sectionJ(S_SS1)" />
                    <P N="Iy" V="sectionIy(S_SS1)" />
                    <P N="Iz" V="sectionIz(S_SS1)" />
                </O>
            </O>
            <O N="Second_State" T="Group">
                <P N="Guard" V="length(InfrastructureBearings) .NE. 0 " />
                <O N="S_SS2" T="Section">
                    <P N="Material" V="SubSecMat" T="Material" />
                    <O T="Shape">
                        <O T="Point" X="CapBeam_Width2" Y="0" />
                        <O T="Point" X="-CapBeam_Width2" Y="0" />
                        <O T="Point" X="-CapBeam_Width2" Y="-CapBeam_Thick2" />
                        <O T="Point" X="CapBeam_Width2" Y="-CapBeam_Thick2" />
                    </O>
                </O>
                <O N="Section_Properties" T="Group">
                    <P N="Ax" V="sectionA(S_SS2)" />
                    <P N="Ay" V="sectionAy(S_SS2)" />
                    <P N="Az" V="sectionAz(S_SS2)" />
                    <P N="J" V="sectionJ(S_SS2)" />
                    <P N="Iy" V="sectionIy(S_SS2)" />
                    <P N="Iz" V="sectionIz(S_SS2)" />
                </O>
            </O>
            <O N="RigidSec" T="Section">
                <P N="Material" V="RigMat" T="Material" />
                <P N="Ay" V="1e+10" />
                <P N="Ax" V="1e+10" />
                <P N="Az" V="1e+10" />
                <P N="J" V="1e+10" />
                <P N="Iy" V="1e+10" />
                <P N="Iz" V="1e+10" />
                <P N="Izy" V="1e+10" />
            </O>
            <O N="RigMat" T="Material">
                <P N="E" V="44000" D="Beton 28 Günlük Elastisite Modülü" />
                <P N="G" V="17600" D="Beton 28 Günlük Kayma Modülü" />
                <P N="d" V="0" D="Beton Birim Hacim Ağırlığı" />
                <P N="a" V="0.00001" D="Beton Isıl Genleşme Katsayısı" />
                <P N="Nu" V="0.2" D="Beton Poisson Oranı" />
                <P N="Type" V="Concrete" T="Text" />
                <P N="Fc28" V="80" D="28 Günlük Beton Dayanımı (Silindir)" />
                <P N="Fc28_cube" V="95" D="28 Günlük Beton Dayanımı (Küp)" />
            </O>
        </O>
        <O N="First_Condition" T="Group">
            <!-- Baslik kirisi objesinin referans verdigi elastomer mesnet tanımlanmadıgı zaman olusan durum. -->
            <P N="Guard" V="length(InfrastructureBearings) .EQ. 0 " />
            <P N="Center_Node_List" V="sort(concat([Leftmost_Bearings],[Ref_Po],[Rightest_Bearings]),x[1])" />
            <!-- Repeat tanımlandıgı zaman objfsgaklnby hatası veriyor. -->
            <O N="Sol_Kisim" T="Group">
                <O N="Mid_Node_S1" T="Node" X="Center_Node_List[0][0]" Y="Center_Node_List[0][1]" Z="Center_Node_List[0][2]" />
                <O N="Mid_Node_S1_F" T="Node" X="Center_Node_List[0][0]+CB_b1/2" Y="Center_Node_List[0][1]" Z="Center_Node_List[0][2]" />
                <O N="Mid_Node_S1_FU" T="Node" X="Center_Node_List[0][0]+CB_b1/2" Y="Center_Node_List[0][1]" Z="Center_Node_List[0][2]+CB_h2" />
                <O N="Mid_Node_S1_B" T="Node" X="Center_Node_List[0][0]-CB_b1/2" Y="Center_Node_List[0][1]" Z="Center_Node_List[0][2]" />
                <O N="Mid_Node_S1_BU" T="Node" X="Center_Node_List[0][0]-CB_b1/2" Y="Center_Node_List[0][1]" Z="Center_Node_List[0][2]+CB_h2" />
            </O>
            <O N="Orta_Kisim" T="Group">
                <O N="Mid_Node_S2" T="Node" X="Center_Node_List[1][0]" Y="Center_Node_List[1][1]" Z="Center_Node_List[1][2]" />
                <O N="Mid_Node_S2_F" T="Node" X="Center_Node_List[1][0]+CB_b1/2" Y="Center_Node_List[1][1]" Z="Center_Node_List[1][2]" />
                <O N="Mid_Node_S2_FU" T="Node" X="Center_Node_List[1][0]+CB_b1/2" Y="Center_Node_List[1][1]" Z="Center_Node_List[1][2]+CB_h2" />
                <O N="Mid_Node_S2_B" T="Node" X="Center_Node_List[1][0]-CB_b1/2" Y="Center_Node_List[1][1]" Z="Center_Node_List[1][2]" />
                <O N="Mid_Node_S2_BU" T="Node" X="Center_Node_List[1][0]-CB_b1/2" Y="Center_Node_List[1][1]" Z="Center_Node_List[1][2]+CB_h2" />
            </O>
            <O N="Sag_Kisim" T="Group">
                <O N="Mid_Node_S3" T="Node" X="Center_Node_List[2][0]" Y="Center_Node_List[2][1]" Z="Center_Node_List[0][2]" />
                <O N="Mid_Node_S3_F" T="Node" X="Center_Node_List[2][0]+CB_b1/2" Y="Center_Node_List[2][1]" Z="Center_Node_List[2][2]" />
                <O N="Mid_Node_S3_FU" T="Node" X="Center_Node_List[2][0]+CB_b1/2" Y="Center_Node_List[2][1]" Z="Center_Node_List[2][2]+CB_h2" />
                <O N="Mid_Node_S3_B" T="Node" X="Center_Node_List[2][0]-CB_b1/2" Y="Center_Node_List[2][1]" Z="Center_Node_List[2][2]" />
                <O N="Mid_Node_S3_BU" T="Node" X="Center_Node_List[2][0]-CB_b1/2" Y="Center_Node_List[2][1]" Z="Center_Node_List[2][2]+CB_h2" />
            </O>
            <O N="Bottom_Node" T="Node" X="Ref_Line[0]" Y="Ref_Line[1]" Z="Ref_Line[2]" />
            <O N="ForBeams" T="Group">
                <O N="SizeForSection" T="Group">
                    <P N="Bear_Thick1" V="CB_h1" />
                    <P N="Bearing_Width1" V="CantileverLength" />
                    <P N="Bear_Depth1" V="depth_hh" />
                </O>
                <O N="Beam-Left" T="FELine">
                    <P N="Node1" V="Mid_Node_S1" T="Node" />
                    <P N="Node2" V="Mid_Node_S2" T="Node" />
                    <P N="Section" V="S_SS1" T="Section" />
                </O>
                <O N="Beam-Right" T="FELine">
                    <P N="Node1" V="Mid_Node_S2" T="Node" />
                    <P N="Node2" V="Mid_Node_S3" T="Node" />
                    <P N="Section" V="S_SS1" T="Section" />
                </O>
                <O N="Rigid_Links" T="Group">
                    <!-- Repeat duzelince kod kısaltılacak . -->
                    <!-- Sol Taraf -->
                    <O N="Rig_Right" T="FELine">
                        <P N="Node1" V="Mid_Node_S1" T="Node" />
                        <P N="Node2" V="Mid_Node_S1_F" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                    <O N="Rig_Left" T="FELine">
                        <P N="Node1" V="Mid_Node_S1" T="Node" />
                        <P N="Node2" V="Mid_Node_S1_B" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                    <O N="Rig_Right_U" T="FELine">
                        <P N="Node1" V="Mid_Node_S1_F" T="Node" />
                        <P N="Node2" V="Mid_Node_S1_FU" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                    <O N="Rig_Right_A" T="FELine">
                        <P N="Node1" V="Mid_Node_S1_B" T="Node" />
                        <P N="Node2" V="Mid_Node_S1_BU" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                    <!-- Orta Taraf -->
                    <O N="Rig_Right" T="FELine">
                        <P N="Node1" V="Mid_Node_S2" T="Node" />
                        <P N="Node2" V="Mid_Node_S2_F" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                    <O N="Rig_Left" T="FELine">
                        <P N="Node1" V="Mid_Node_S2" T="Node" />
                        <P N="Node2" V="Mid_Node_S2_B" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                    <O N="Rig_Right_U" T="FELine">
                        <P N="Node1" V="Mid_Node_S2_F" T="Node" />
                        <P N="Node2" V="Mid_Node_S2_FU" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                    <O N="Rig_Right_A" T="FELine">
                        <P N="Node1" V="Mid_Node_S2_B" T="Node" />
                        <P N="Node2" V="Mid_Node_S2_BU" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                    <!-- Sag Taraf -->
                    <O N="Rig_Right" T="FELine">
                        <P N="Node1" V="Mid_Node_S3" T="Node" />
                        <P N="Node2" V="Mid_Node_S3_F" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                    <O N="Rig_Left" T="FELine">
                        <P N="Node1" V="Mid_Node_S3" T="Node" />
                        <P N="Node2" V="Mid_Node_S3_B" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                    <O N="Rig_Right_U" T="FELine">
                        <P N="Node1" V="Mid_Node_S3_F" T="Node" />
                        <P N="Node2" V="Mid_Node_S3_FU" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                    <O N="Rig_Right_A" T="FELine">
                        <P N="Node1" V="Mid_Node_S3_B" T="Node" />
                        <P N="Node2" V="Mid_Node_S3_BU" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                    <!-- Merkez Node -->
                    <O N="Center_LoadTransfer" T="FELine">
                        <P N="Node1" V="Mid_Node_S2" T="Node" />
                        <P N="Node2" V="Bottom_Node" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                </O>
            </O>
        </O>
        <O N="Second_Condition" T="Group">
            <P N="Guard" V="length(InfrastructureBearings) .NE. 0 " />
            <!-- Mesnet Seçili olursa -->
            <O N="Bearing_Fixing" T="Group">
                <!-- Sol Konsoldaki mesnet listesi -->
                <P N="Left_Nodes" V="map(Sorted_Left_Bearings,x.ElastomerPosition)" />
                <!-- Sag Konsoldaki mesnet listesi -->
                <P N="Right_Nodes" V="map(Sorted_Right_Bearings,x.ElastomerPosition)" />
                <P N="First_List" V="concat(Left_Nodes,Right_Nodes)" />
                <!-- Baslik Kirisinin Finite Modelinde kullanılacak olan butun noktaların koordinat listesi -->
                <P N="Last_List" V="concat(First_List,[Ref_Po],[Leftmost_Bearings],[Rightest_Bearings])" />
                <P N="General_Node_List" V="sort( Last_List,x[1])" />
            </O>
            <O N="Loop1" T="Repeat" S="0" E="length(General_Node_List)-1" I="1" CTRL="g" g="0">
                <O N="Interpolation_1" T="Group">
                    <P N="y1_1" V="StartRefline3[0]" />
                    <P N="x1_1" V="StartRefline3[1]" />
                    <P N="y3_1" V="EndRefline3[0]" />
                    <P N="x3_1" V="EndRefline3[1]" />
                    <P N="x2_1" V="General_Node_List[g][1]" />
                    <P N="y2_1" V="((x2_1-x1_1)*(y3_1-y1_1))/(x3_1-x1_1)+y1_1" />
                    <P N="z2_1" V="Ref_Po[2]" />
                    <!-- x ve y karıştırılmamıştır. -->
                    <!-- İlk Dugum icin Interpolation -->
                </O>
                <O N="Node_Descr" T="Group">
                    <O N="Node_1" T="Node" X="y2_1" Y="x2_1" Z="z2_1" />
                </O>
                <O N="Member" T="FELine">
                    <P N="Guard" V="g .LE. length(General_Node_List)-2" />
                    <P N="Node1" V="Loop1[g].Node_1" T="Node" />
                    <P N="Node2" V="Loop1[g+1].Node_1" T="Node" />
                    <P N="Section" V="S_SS2" T="Section" />
                </O>
                <O N="Boundary_Condition" T="Group">
                    <P N="Guard" V=" g .GT. 0 .AND. g .LT.length(General_Node_List)-1" />
                    <O N="Rig_Node" T="Node" X="General_Node_List[g][0]" Y="General_Node_List[g][1]" Z="General_Node_List[g][2]" />
                    <O N="Rig_Link" T="FELine">
                        <P N="Node1" V="Node_1" T="Node" />
                        <P N="Node2" V="Rig_Node" T="Node" />
                        <P N="Section" V="RigidSec" T="Section" />
                    </O>
                </O>
                <O N="SizeForSection" T="Group">
                    <P N="CapBeam_Thick2" V="CB_h1" />
                    <P N="CapBeam_Width2" V="CantileverLength" />
                    <P N="CapBeam_Depth2" V="depth_hh" />
                </O>
            </O>
            <O N="Center_Top" T="Node" X="Ref_Po[0]" Y="Ref_Po[1]" Z="Ref_Po[2]" />
            <O N="Center_Bot" T="Node" X="Ref_Line[0]" Y="Ref_Line[1]" Z="Ref_Line[2]" />
            <O N="Rigid_Line" T="FELine">
                <P N="Node1" V="Center_Top" T="Node" />
                <P N="Node2" V="Center_Bot" T="Node" />
                <P N="Section" V="RigidSec" T="Section" />
            </O>
        </O>
    </O>

...

Versions Compared

Old Version 23

New Version Current

Key

T Kesit

Kutu Kesit

Kullanıcı Parametreleri

ParamInfo

Başlık Kirişi Genişliği (depth_hh) (m)