8-) Kazıklı Temel
Gokhan Alkan (Unlicensed)
Seda Ozdemir (Unlicensed)
Owned by Gokhan Alkan (Unlicensed)
Yeterli taşıma kapasitesine sahip olmayan ve/veya potansiyel oturma problemine yol açarak üst yapı güvenliği ve fonksiyonuna zarar verecek zeminlerde, daha derinde yer alan sağlam zemine kazıklar aracılığıyla inilir ve yapı bu seviyeye oturtulur. Uygulamanın gerektiği köprü lokasyonuna göre kazıklı temeller kenarayak/köprü ayağı altına konumlanır ve böylece üstyapıdan kenarayak/köprü ayağı aracılığıyla akan düşey yük, kazıklı temel aracılığıyla sağlam zemine aktarılır.
Kullanıcı Parametreleri
Input Parameters Expand source
<O N="GeometricParameters" T="Project">
<P N="FoundationMat" V="NULL" T="Material" D="Material" Role="Input" Category="Geometri" />
<P N="Foundation" V="2" D="Ayak Seçimi [OrtaAyak=1/KenarAyak=2]" Role="Input" Category="Geometri" />
<P N="diameter_p" V="1000" D="Kazık Çapı" Role="Input" Category="Geometri" UT="Length" UC="CM_KGF" />
<P N="height_p" V="10000" D="Kazık Uzunluğu" Role="Input" Category="Geometri" UT="Length" UC="M_KN" />
<P N="embedment" V="650" D="Kazık Ankraj Uzunluğu" Role="Input" Category="Geometri" UT="Length" UC="CM_KGF" />
<P N="v_pile_count" V="4" D="Boyuna Kazık Sayısı" Role="Input" Category="Geometri" />
<P N="h_pile_count" V="6" D="Enine Kazık Sayısı" Role="Input" Category="Geometri" />
<P N="v_dist" V="4000" D="Boyuna Kazık Aralığı" Role="Input" Category="Geometri" UT="Length" UC="CM_KGF" />
<P N="h_dist" V="3000" D="Enine Kazık Aralığı" Role="Input" Category="Geometri" UT="Length" UC="CM_KGF" />
<P N="Space" V="500" D="Kazık ile Temel Arasındaki Mesafe" Role="Input" Category="Geometri" UT="Length" UC="CM_KGF" />
<P N="thickness" V="1000" D="Temel Kalınlığı" Role="Input" Category="Geometri" UT="Length" UC="M_KN" />
<O N="AbutmentParameters" T="Group">
<P N="SubStructure" V="KKK1" T="KBYS_KGM_Kenarayak" Role="Input" Category="Kenarayak Parametreleri" />
<O T="ParamInfo" Min="1" Max="1" Required="0" Pick="1" Param="SubStructure" />
</O>
<O N="ColumnParameters" T="Group">
<O T="ParamInfo" Min="1" Max="1" Required="0" Pick="1" Param="Column" />
<P N="Column" V="Column1" T="Kolon" Role="Input" Category="Kolon Parametreleri" />
</O>
</O>
<O N="FEM_Parameters" T="Group">
<P N="meshSize" V="10000" Role="Input" Category="FEM" />
<P N="runMesh" V="2" D="Sonlu Eleman Modeli[Olustur=1/Olusturma=2]" Role="Input" Category="FEM" />
</O>
Gerekli Parametreler
Material (FoundationMat)
Kazıklı temelin sonlu elemanlar modellemesinde surface ve member elemanlarının material seçimidir.
Ayak seçimi (Foundation)
Sisitemde bulunan köprü ayaklarının seçimidir.
Kazık Çapı (diameter_p) (cm)
Temeldeki kazıkların çapıdır
Kazık Uzunluğu (height_p) (m)
Temeldeki kazıkların uzunluğudur.
Kazık ankraj uzunluğu (embedment) (cm)
Temel betonuna gömülme mesafesidir.
Boyuna kazık sayısı (v_pile_count)
Yol doğrultusundaki kazın sayısını belirtir.
Enine kazık sayısı (h_pile_count)
Yolun doğrultusuna dik yöndeki kazık sayısını belirtir.
Boyuna kazık aralığı (v_dist) (cm)
Yol doğrultusundaki kazıkların aralıklarını belirtir.
Enine kazık aralığı (h_dist) (cm)
Yol doğrultusuna dik yöndeki kazık aralığını belirtir.
Kazık ile temel arasındaki mesafe (Space) (cm)
Temel betonunun bittiği kesit ile en dıştaki kazıkların merkezleri kesen kesit arasındaki mesafeyi belirtir.
Temel kalınlığı (thickness) (m)
Temel betonunun kalınlığıdır.
AbutmentParameters
SubStructure
ParamInfo
ColumnParameters
ParamInfo
Column
3D Geometri
Kullanici Parametrelery Expand source
<O N="Geometry" T="Project">
<O N="AbutmentPileFoundation" T="Group" Alignment="PFoundationRoute" AlignH="Warp" AlignV="Fixed" AlignT="Fixed">
<!-- Kenarayagın altında olusacak olan Kazıklı Temel -->
<P N="Guard" V="Foundation .EQ. 2" />
<O N="AbutmentFoundation" T="Group">
<P N="Abutment_po7" V="iif( Foundation .EQ. 2 ,SubStructure.Point7[1] , 0)" />
<P N="FoundationTop_L" V="depth_abt/2" />
<!-- Kenaryagın verev degeri -->
<P N="alpha" V="-SubStructure.sRad" />
<!-- Kenarayagın on duvarın orta noktası ile yan duvarının bitis noktası arasındaki mesafe -->
<P N="delta_Y" V="(FoundationTop_L-Abutment_po7)*tan(alpha)" />
</O>
<O N="FoundationCoordinates" T="Group">
<P N="depth_abt" V="2*Space+(h_pile_count-1)*(h_dist)" />
<P N="width_abt" V="(2*Space+(v_pile_count-1)*(v_dist))/cos(alpha)" />
<!-- Kenarayak refline'ı ile yanduvarın bittiği nokta arasındaki mesafe = back_dist -->
<P N="back_dist" V="linel([SubStructure.Point26,SubStructure.Point7])" />
<!-- kenaryak refline'ı ile temelin bittigi nokta arasındaki mesafe = front_dist -->
<P N="front_dist" V="abs(width_abt-back_dist)" />
<!-- +Zden bakıldıgında sol ust noktanın koordinatlari -->
<P N="L_top_po" V="iif(SubStructure.Direction.EQ.1,([SubStructure.Point7[0]+delta_Y,depth_abt/2]),([-(front_dist)-depth_abt/2*tan(alpha),depth_abt/2]))" />
<P N="skew_L_top_p" V="[L_top_po[0],L_top_po[1]]" />
<P N="L_bot_po" V="iif(SubStructure.Direction.EQ.1,([SubStructure.Point9[0]-delta_Y,-depth_abt/2]),([-front_dist+depth_abt/2*tan(alpha),-depth_abt/2]))" />
<P N="skew_L_bot_p" V="[L_bot_po[0],L_bot_po[1]]" />
<P N="R_top_po" V="iif(SubStructure.Direction.EQ.1,([front_dist,depth_abt/2]),([SubStructure.Point7[0]-delta_Y,depth_abt/2]))" />
<P N="skew_R_top_p" V="iif(SubStructure.Direction.EQ.1,[R_top_po[0]+R_top_po[1]*tan(alpha),R_top_po[1]],([R_top_po[0],R_top_po[1]]))" />
<P N="R_bot_po" V="iif(SubStructure.Direction.EQ.1,([front_dist,-depth_abt/2]),([SubStructure.Point9[0]+delta_Y,-depth_abt/2]))" />
<P N="skew_R_bot_p" V="iif(SubStructure.Direction.EQ.1,([R_bot_po[0]+R_bot_po[1]*tan(alpha),R_bot_po[1]]),([R_bot_po[0],R_bot_po[1]]))" />
</O>
<O N="PileCoordinate" T="Group">
<!-- Kenarayak Baslangici veya Kenarayak Son objelerine göre kazıkların yerleşimi -->
<P N="Location1_X" V="online([skew_L_top_p,skew_R_top_p],Space)[0]" />
<P N="Location2_X" V="online([skew_R_top_p,skew_L_top_p],Space*cos(alpha))[0]" />
<P N="Localization_X" V="iif(SubStructure.Direction.EQ.1,Location1_X,Location2_X)" />
<P N="Location1_Y" V="online([skew_L_top_p,skew_L_bot_p],Space)[1]" />
<P N="Location2_Y" V="online([skew_R_top_p,skew_R_bot_p],Space)[1]" />
<P N="Localization_Y" V="iif(SubStructure.Direction.EQ.1,Location1_Y,Location2_Y)" />
<P N="X_pile" V="CoordinateX+Localization_X" />
<P N="Y_pile" V="CoordinateY+Localization_Y" />
<P N="Z_pile" V="CoordinateZ-thickness" />
</O>
<O N="ShallowFoundation" T="Volume" X="CoordinateX" Y="CoordinateY" Z="CoordinateZ">
<P N="Opacity" V="0.8" />
<O T="Surface">
<O T="Point" X="skew_L_top_p[0]" Y="skew_L_top_p[1]" Z="0" />
<O T="Point" X="skew_R_top_p[0]" Y="skew_R_top_p[1]" Z="0" />
<O T="Point" X="skew_R_bot_p[0]" Y="skew_R_bot_p[1]" Z="0" />
<O T="Point" X="skew_L_bot_p[0]" Y="skew_L_bot_p[1]" Z="0" />
</O>
<O T="Surface" Z="-thickness">
<O T="Point" X="skew_L_top_p[0]" Y="skew_L_top_p[1]" Z="0" />
<O T="Point" X="skew_R_top_p[0]" Y="skew_R_top_p[1]" Z="0" />
<O T="Point" X="skew_R_bot_p[0]" Y="skew_R_bot_p[1]" Z="0" />
<O T="Point" X="skew_L_bot_p[0]" Y="skew_L_bot_p[1]" Z="0" />
</O>
</O>
<O N="Loop_Long" T="Repeat" S="0" E="v_pile_count-1" I="1" CTRL="i" i="0">
<O N="Loop_Transverse" T="Repeat" S="0" E="h_pile_count-1" I="1" CTRL="j" j="0">
<P N="Ref_List" V="[X_pile+(SubStructure.Variable)*i*v_dist/cos(-SubStructure.sRad*(SubStructure.Variable))-j*h_dist*tan(-SubStructure.sRad*(SubStructure.Variable)),Y_pile-j*h_dist,Z_pile]" />
<O N="pile" T="Volume" X="Ref_List[0]" Y="Ref_List[1]" Z="Ref_List[2]">
<O T="Circle" Z="0">
<P N="Radius" V="diameter_p/2" />
</O>
<O T="Circle" Z="-height_p">
<P N="Radius" V="diameter_p/2" />
</O>
<O N="Embedment" T="Circle" Z="embedment">
<P N="Opacity" V="0.4" />
<P N="Radius" V="diameter_p/2" />
</O>
</O>
<O N="FiniteElement_Pile" T="Group">
<P N="Guard" V="runMesh.EQ.1" />
<P N="Number_A" V="floor(height_p/1000)" />
<O N="PileSpring" T="Repeat" S="1" E="Number_A-1" I="1" CTRL="w" w="1">
<O N="Behaviour" T="Group">
<P N="TxFixity" V="1" D="Tx Fixity [Fixed=1/Free=0]" Role="Input" Category="Fixity" />
<P N="TyFixity" V="1" D="Ty Fixity [Fixed=1/Free=0]" Role="Input" Category="Fixity" />
<P N="TzFixity" V="1" D="Tz Fixity [Fixed=1/Free=0]" Role="Input" Category="Fixity" />
<P N="RxFixity" V="1" D="Rx Fixity [Fixed=1/Free=0]" Role="Input" Category="Fixity" />
<P N="RyFixity" V="1" D="Ry Fixity [Fixed=1/Free=0]" Role="Input" Category="Fixity" />
<P N="RzFixity" V="1" D="Rz Fixity [Fixed=1/Free=0]" Role="Input" Category="Fixity" />
</O>
<O N="StepNodeDefinition" T="Group">
<O N="TopNode_KZ" T="Node" X="Ref_List[0]" Y="Ref_List[1]" Z="Ref_List[2]-1000*w">
<P N="Tx" V="100" />
<P N="Ty" V="100" />
<P N="Tz" V="100" />
<P N="Rx" V="100" />
<P N="Ry" V="100" />
<P N="Rz" V="100" />
</O>
<O N="Pile_Foundation" T="Group">
<P N="Guard" V="w .EQ. 1 " />
<O N="Top_Node" T="Node" X="Ref_List[0]" Y="Ref_List[1]" Z="Ref_List[2]" />
<O N="surface_node" T="Node" X="Ref_List[0]" Y="Ref_List[1]" Z="Ref_List[2]+thickness" />
<O N="line8" T="FELine">
<P N="Node1" V="Top_Node" T="Node" />
<P N="Node2" V="TopNode_KZ" T="Node" />
<P N="Section" V="PileSection" T="Section" />
</O>
</O>
<O N="Rig_Link" T="FELine">
<P N="Node1" V="surface_node" T="Node" />
<P N="Node2" V="Top_Node" T="Node" />
<P N="Section" V="RigidSec" T="Section" />
</O>
<O N="BottomNode_KZ" T="Node" X="Ref_List[0]" Y="Ref_List[1]" Z="Ref_List[2]-1000*(w+1)">
<P N="Tx" V="iif( w .LT. Number_A-1,100,-1)" />
<P N="Ty" V="iif( w .LT. Number_A-1,100,-1)" />
<P N="Tz" V="iif( w .LT. Number_A-1,100,-1)" />
<P N="Rx" V="iif( w .LT. Number_A-1,100,-1)" />
<P N="Ry" V="iif( w .LT. Number_A-1,100,-1)" />
<P N="Rz" V="iif( w .LT. Number_A-1,100,-1)" />
</O>
<O N="line7" T="FELine">
<P N="Node1" V="TopNode_KZ" T="Node" />
<P N="Node2" V="BottomNode_KZ" T="Node" />
<P N="Section" V="PileSection" T="Section" />
</O>
<O N="PileSection" T="Section">
<P N="Material" V="FoundationMat" T="Material" />
<O T="Shape">
<O T="Point" X="diameter_p/2" Y="diameter_p/2" />
<O T="Point" X="-diameter_p/2" Y="diameter_p/2" />
<O T="Point" X="-diameter_p/2" Y="-diameter_p/2" />
<O T="Point" X="diameter_p/2" Y="-diameter_p/2" />
</O>
<P N="Ax" V="1000000" />
<P N="Ay" V="1000000" />
<P N="Az" V="1000000" />
<P N="Iy" V="83333333333.33333" />
<P N="Iz" V="83333333333.33318" />
<P N="Izy" V="-0.0000013709068298339844" />
<P N="Cz" V="4.656612873077392e-16" />
<P N="Cy" V="-4.656612873077393e-15" />
</O>
<O N="Section_Properties" T="Group">
<P N="Ax" V="sectionA(PileSection)" />
<P N="Ay" V="sectionAy(PileSection)" />
<P N="Az" V="sectionAz(PileSection)" />
<P N="J" V="sectionJ(PileSection)" />
<P N="Iy" V="sectionIy(PileSection)" />
<P N="Iz" V="sectionIz(PileSection)" />
</O>
</O>
</O>
</O>
</O>
</O>
</O>
<O N="ColumnPileFoundation" T="Group">
<P N="Guard" V="Foundation .EQ. 1" />
<O N="PileFoundationCoordinates" T="Group">
<P N="ColumnDepth" V="2*Space+(h_pile_count-1)*(h_dist)" />
<P N="ColumnWidth" V="(2*Space+(v_pile_count-1)*(v_dist))" />
<P N="beta" V="-Column.Support.sRad" />
<!-- N=North , S=South , D=East , W=West
+Z den bakıldıgı zaman noktaların yerleşimi -->
<P N="N_E_point" V="[ColumnWidth/2,ColumnDepth/2]" />
<P N="N_W_point" V="[-ColumnWidth/2,ColumnDepth/2]" />
<P N="S_W_point" V="[-ColumnWidth/2,-ColumnDepth/2]" />
<P N="S_E_point" V="[ColumnWidth/2,-ColumnDepth/2]" />
</O>
<O N="Pile_Koordinatlari" T="Group">
<P N="LocationX" V="online([N_W_point,N_E_point],Space)[0]" />
<P N="LocationY" V="online([N_W_point,S_W_point],Space)[1]" />
<P N="PileX" V="CoordinateX+LocationX" />
<P N="PileY" V="CoordinateY+LocationY" />
<P N="PileZ" V="CoordinateZ-thickness" />
<P N="rotate" V="alignHA(PFoundationRoute, CoordinateX, CoordinateY)" />
<P N="Angle" V="alignHA(PFoundationRoute, PileX, PileY)" />
</O>
<O N="GeneralObject" T="Group" RZ="beta" AX="CoordinateX" AY="CoordinateY" Alignment="PFoundationRoute" AlignH="Warp" AlignV="Fixed" AlignT="Fixed">
<O N="foundation" T="Volume" X="CoordinateX" Y="CoordinateY" Z="CoordinateZ">
<O T="Surface" Z="0">
<O T="Point" X="N_E_point[0]" Y="N_E_point[1]" />
<O T="Point" X="N_W_point[0]" Y="N_W_point[1]" />
<O T="Point" X="S_W_point[0]" Y="S_W_point[1]" />
<O T="Point" X="S_E_point[0]" Y="S_E_point[1]" />
</O>
<O T="Surface" Z="-thickness">
<O T="Point" X="N_E_point[0]" Y="N_E_point[1]" />
<O T="Point" X="N_W_point[0]" Y="N_W_point[1]" />
<O T="Point" X="S_W_point[0]" Y="S_W_point[1]" />
<O T="Point" X="S_E_point[0]" Y="S_E_point[1]" />
</O>
</O>
<O N="PileRotate" T="Group">
<O N="Foundation_Long_Loop" T="Repeat" S="0" E="v_pile_count-1" I="1" CTRL="i" i="0">
<O N="Foundation_Transverse_Loop" T="Repeat" S="0" E="h_pile_count-1" I="1" CTRL="j" j="0">
<P N="PileList" V="[PileX+i*v_dist,PileY-j*h_dist,PileZ]" />
<O T="Volume" X="PileList[0]" Y="PileList[1]" Z="PileList[2]" AlignX="PileX" AlignY="PileY">
<O T="Circle" Z="0">
<P N="Radius" V="diameter_p/2" />
</O>
<O T="Circle" Z="-height_p">
<P N="Radius" V="diameter_p/2" />
</O>
</O>
<O N="FiniteElement_Pile" T="Group">
<P N="Guard" V="runMesh.EQ.1" />
<O N="NodeDefinition" T="Group">
<O N="Node_3" T="Node" X="PileList[0]" Y="PileList[1]" Z="PileList[2]" />
<O N="Node_4" T="Node" X="PileList[0]" Y="PileList[1]" Z="PileList[2]-height_p" />
<P N="Number_K" V="floor(height_p/1000)" />
</O>
<O N="PileSpring" T="Repeat" S="0" E="Number_K-1" I="1" CTRL="w" w="0">
<O N="Behaviour" T="Group">
<P N="TxFixity" V="1" D="Tx Fixity [Fixed=1/Free=0]" Role="Input" Category="Fixity" />
<P N="TyFixity" V="1" D="Ty Fixity [Fixed=1/Free=0]" Role="Input" Category="Fixity" />
<P N="TzFixity" V="1" D="Tz Fixity [Fixed=1/Free=0]" Role="Input" Category="Fixity" />
<P N="RxFixity" V="0" D="Rx Fixity [Fixed=1/Free=0]" Role="Input" Category="Fixity" />
<P N="RyFixity" V="0" D="Ry Fixity [Fixed=1/Free=0]" Role="Input" Category="Fixity" />
<P N="RzFixity" V="0" D="Rz Fixity [Fixed=1/Free=0]" Role="Input" Category="Fixity" />
</O>
<O N="StepNodeDefinition" T="Group">
<O N="Pile_Foundation" T="Group">
<P N="Guard" V="w .EQ. 0" />
<O N="Peak" T="Node" X="PileList[0]" Y="PileList[1]" Z="PileList[2]" />
<O N="Up_foundation_N" T="Node" X="PileList[0]" Y="PileList[1]" Z="PileList[2]+thickness/2" />
<O N="L1" T="FELine" Type="@Beam" Node1="@Peak|Node" Node2="@Up_foundation_N|Node" BetaAngle="0" Section="@PileSection|Section" />
</O>
<O N="TopNode_KZ" T="Node" X="PileList[0]" Y="PileList[1]" Z="PileList[2]-1000*w">
<P N="Tx" V="100" />
<P N="Ty" V="100" />
<P N="Tz" V="100" />
<P N="Rx" V="100" />
<P N="Ry" V="100" />
<P N="Rz" V="100" />
</O>
<O N="BottomNode_KZ" T="Node" X="PileList[0]" Y="PileList[1]" Z="PileList[2]-1000*(w+1)">
<P N="Tx" V="iif( w .LT. Number_K-1,100,-1)" />
<P N="Ty" V="iif( w .LT. Number_K-1,100,-1)" />
<P N="Tz" V="iif( w .LT. Number_K-1,100,-1)" />
<P N="Rx" V="iif( w .LT. Number_K-1,100,-1)" />
<P N="Ry" V="iif( w .LT. Number_K-1,100,-1)" />
<P N="Rz" V="iif( w .LT. Number_K-1,100,-1)" />
</O>
<O N="line7" T="FELine">
<P N="Node1" V="TopNode_KZ" T="Node" />
<P N="Node2" V="BottomNode_KZ" T="Node" />
<P N="Section" V="PileSection" T="Section" />
</O>
<O N="PileSection" T="Section">
<P N="Material" V="FoundationMat" T="Material" />
<O T="Shape">
<O T="Point" X="diameter_p/2" Y="diameter_p/2" />
<O T="Point" X="-diameter_p/2" Y="diameter_p/2" />
<O T="Point" X="-diameter_p/2" Y="-diameter_p/2" />
<O T="Point" X="diameter_p/2" Y="-diameter_p/2" />
</O>
</O>
<O N="Section_Properties" T="Group">
<P N="Ax" V="sectionA(PileSection)" />
<P N="Ay" V="sectionAy(PileSection)" />
<P N="Az" V="sectionAz(PileSection)" />
<P N="J" V="sectionJ(PileSection)" />
<P N="Iy" V="sectionIy(PileSection)" />
<P N="Iz" V="sectionIz(PileSection)" />
</O>
<O N="Rig_Line" T="FELine">
<P N="Node1" V="Up_foundation_N" T="Node" />
<P N="Node2" V="Peak" T="Node" />
<P N="Section" V="RigidSec" T="Section" />
</O>
</O>
</O>
</O>
</O>
</O>
</O>
</O>
</O>
<O T="Export">
<O N="GeneralParameters" T="Group">
<!-- Kenarayaktan gelen referans koordinatlar -->
<P N="ReferenceCoordinates" V="onliner([SubStructure.StartRefline,SubStructure.EndRefline],0.5)" />
<!-- Kolondan gelen referans koordinatlar -->
<P N="Bgn_Location" V="onliner([Column.FoundationRefST,Column.FoundationRefEND],0.5)" />
<!-- Kolon veya kenarayak secili olmasına gore listelerin tek liste haline getirilmesi -->
<P N="Ref_List" V="iif( Foundation .EQ. 1 , Bgn_Location , ReferenceCoordinates) " />
<P N="CoordinateX" V="Ref_List[0]" />
<P N="CoordinateY" V="Ref_List[1]" />
<P N="CoordinateZ" V="iif( Foundation .EQ. 1 , Column.LocZ , SubStructure.LocZ) " />
<P N="PFoundationRoute" V="iif( Foundation .EQ. 1, Column.Support.Alignment_.YolAliynmani,SubStructure.Alignment_.YolAliynmani) " />
</O>
</O>
</O>
Finite Element Model DOC-60 - Getting issue details... STATUS
Kullanici Parametreleri Expand source
<O N="Finite_Element" T="Project">
<O N="RigidLinkDefinition" T="Group">
<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" UT="Stress" UC="Internal" />
<P N="G" V="17600" D="Beton 28 Günlük Kayma Modülü" UT="Stress" UC="Internal" />
<P N="d" V="0" D="Beton Birim Hacim Ağırlığı" UT="Density" UC="Internal" />
<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)" UT="Stress" UC="Internal" />
<P N="Fc28_cube" V="95" D="28 Günlük Beton Dayanımı (Küp)" UT="Stress" UC="Internal" />
</O>
</O>
<O N="Meshhhh" T="Group" Alignment="PFoundationRoute" AlignH="Warp" AlignV="Fixed" AlignT="Fixed">
<P N="Guard" V="runMesh.EQ.1" />
<O N="Pier" T="Group">
<P N="Guard" V=" Foundation .EQ. 1 " />
<O N="Rigid_Link" T="Group">
<P N="Guard" V="Foundation .EQ. 1" />
<O N="FoundationTopNode" T="Node" X="CoordinateX" Y="CoordinateY" Z="CoordinateZ" />
<O N="FoundationCogNode" T="Node" X="CoordinateX" Y="CoordinateY" Z="CoordinateZ-thickness/2" />
<O N="Rig_Line" T="FELine">
<P N="Node1" V="FoundationTopNode" T="Node" />
<P N="Node2" V="FoundationCogNode" T="Node" />
<P N="Section" V="RigidSec" T="Section" />
</O>
</O>
<O N="Points_Surface" T="DesignGroup">
<P N="TopLeftPoint" V="N_W_point" />
<P N="TopRightPoint" V="N_E_point" />
<P N="BottomRightPoint" V="S_E_point" />
<P N="BottomLeftPoint" V="S_W_point" />
<P N="angle" V="beta" />
<P N="FirstList" V="map( Foundation_Long_Loop , x.PileList)" />
<P N="SecondList" V="map( Foundation_Transverse_Loop , x.PileList)" />
<P N="PrincipalList" V="concat(FirstList,SecondList,[Ref_List])" />
<P N="Number" V="floor(height_p/1000)" />
<P N="mTol" V="1" />
</O>
<O N="FoundationMesh" T="FEMesh" CX="meshSize" CY="meshSize">
<P N="Material" V="FoundationMat" T="Material" />
<P N="ConstraintPts" V="PrincipalList" />
<O T="Surface" X="CoordinateX" Y="CoordinateY" Z="CoordinateZ-thickness/2" Thickness="thickness">
<O T="Point" X="TopLeftPoint[0]-mTol" Y="TopLeftPoint[1]+mTol" />
<O T="Point" X="TopRightPoint[0]+mTol" Y="TopRightPoint[1]+mTol" />
<O T="Point" X="BottomRightPoint[0]+mTol" Y="BottomRightPoint[1]-mTol" />
<O T="Point" X="BottomLeftPoint[0]-mTol" Y="BottomLeftPoint[1]-mTol" />
</O>
</O>
</O>
<O N="Abutment" T="Group">
<P N="Guard" V=" Foundation .EQ. 2" />
<O N="Points_Surface" T="DesignGroup">
<P N="TopLeftPoint" V="skew_L_top_p" />
<P N="TopRightPoint" V="skew_R_top_p" />
<P N="BottomRightPoint" V="skew_R_bot_p" />
<P N="BottomLeftPoint" V="skew_L_bot_p" />
<P N="FirstList" V="map( Loop_Long, x.Ref_List)" />
<P N="SecondList" V="map( Loop_Transverse, x.Ref_List)" />
<P N="PrincipalList" V="concat(FirstList,SecondList,[Ref_List])" />
<P N="Number" V="floor(height_p/1000)" />
<P N="mTol" V="1" />
</O>
<O N="FoundationMesh" T="FEMesh" CX="meshSize" CY="meshSize">
<P N="Material" V="FoundationMat" T="Material" />
<P N="ConstraintPts" V="PrincipalList" />
<O T="Surface" X="CoordinateX" Y="CoordinateY" Z="CoordinateZ" Thickness="thickness" Node1LocalOffZ="thickness/2" Node2LocalOffZ="thickness/2" Node3LocalOffZ="thickness/2" Node4LocalOffZ="thickness/2">
<O T="Point" X="TopLeftPoint[0]-mTol" Y="TopLeftPoint[1]+mTol" />
<O T="Point" X="TopRightPoint[0]+mTol" Y="TopRightPoint[1]+mTol" />
<O T="Point" X="BottomRightPoint[0]+mTol" Y="BottomRightPoint[1]-mTol" />
<O T="Point" X="BottomLeftPoint[0]-mTol" Y="BottomLeftPoint[1]-mTol" />
</O>
</O>
</O>
</O>
</O>