<O N="Frame" T="Repeat" S="0" E="4" I="1" CTRL="j" j="0">
    <O N="Geometry" T="Group">
        <P N="h_col" V="50" D="column height" />
        <P N="b_col" V="1" D="column width" />
        <P N="d_col" V="1" D="column depth" />
        <P N="b_bm" V="1" D="beam width" />
        <P N="d_bm" V="1" D="beam depth" />
        <P N="s_col" V="15" D="column spacing" />
    </O>
    <O N="Kolon" T="Line">
        <O T="Point" X="j* s_col" Y="0" Z="0" />
        <O T="Point" X="j* s_col" Y="0" Z="h_col" />
        <O N="BetonKolon" T="Section">
            <O T="Point" Y="d_col/2" X="b_col/2" />
            <O T="Point" Y="d_col/2" X="-b_col/2" />
            <O T="Point" Y="-d_col/2" X="-b_col/2" />
            <O T="Point" Y="-d_col/2" X="b_col/2" />
        </O>
    </O>
    <O N="Kiris" T="Line">
        <O T="Point" X="(j-1) * s_col" Y="0" Z="h_col" />
        <O T="Point" X="j * s_col" Y="0" Z="h_col" />
        <O N="BetonKiris" T="Section">
            <O T="Point" X="b_bm/2" Y="d_bm/2" />
            <O T="Point" X="b_bm/2" Y="-d_bm/2" />
            <O T="Point" X="-b_bm/2" Y="-d_bm/2" />
            <O T="Point" X="-b_bm/2" Y="d_bm/2" />
        </O>
    </O>
    <O N="NB" T="Node" X="j* s_col">
        <P N="Tx" V="-1" />
        <P N="Ty" V="-1" />
        <P N="Tz" V="-1" />
        <P N="Rx" V="-1" />
        <P N="Ry" V="-1" />
        <P N="Rz" V="-1" />
    </O>
    <O N="NT" T="Node" X="j* s_col" Z="h_col" />
    <O N="L1" T="FELine">
        <P N="Node1" V="NB" T="Node" />
        <P N="Node2" V="NT" T="Node" />
        <P N="Section" V="ConcreteColumn" T="Section" />
        <P N="Beta" V="0" />
    </O>
    <O N="LB" T="FELine">
        <P N="Guard" V="j .GT. 0" />
        <P N="Node1" V="Frame[j-1].NT" T="Node" />
        <P N="Node2" V="Frame[j].NT" T="Node" />
        <P N="Section" V="ConcreteBeam" T="Section" />
        <P N="Beta" V="0" />
    </O>
</O>

<P N="pierMat" V="NULL" T="Material" D="Material" Role="Input" />
<P N="t" V="1100" Role="Input" />
<P N="genislik" V="150" Role="Input" />
<O N="RigidSec" T="Section" a="(w .GT. h ? w : h)" Izy="0" Iz="w * h * h * h / 12" Iy="h * w * w * w / 12" J="1000000000" b="(w .GT. h ? h : w)" Az="Ay" Ay="(5/6)*Ax" Ax="w * h" h="240" w="240">
    <P N="Material" V="pierMat" T="Material" />
    <O T="Shape">
        <O T="Point" Y="-derinlik" X="-genislik" />
        <O T="Point" Y="-derinlik" X="genislik" />
        <O T="Point" Y="derinlik" X="genislik" />
        <O T="Point" Y="derinlik" X="-genislik" />
    </O>
</O>
<O N="Dugum1" T="Node" X="0" Y="0" Z="0" />
<O N="Dugum2" T="Node" X="0" Y="0" Z="100" />
<O N="Line5" T="FELine">
    <P N="Node1" V="Dugum1" T="Node" />
    <P N="Node2" V="Dugum2" T="Node" />
    <P N="Section" V="RigidSec" T="Section" />
</O>