FESurface
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<O T="FESurface">
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</O><O N="FESurfaceObject1" T="Project" Category="FEM Objects" TransAlignRule="Right">
<!-- created by ParamML Examples on 07.02.2023 -->
<O N="Inputs" T="Group">
<P N="h_col" V="500" D="column height" Role="Input" Category="Inputs" />
<P N="b_bm" V="400" D="beam width" Role="Input" Category="Inputs" />
<P N="d_bm" V="500" D="beam depth" Role="Input" Category="Inputs" />
</O>
<O N="Column" T="Line">
<O T="Point" X="b_bm" Y="0" Z="0" />
<O T="Point" X="b_bm" Y="0" Z="h_col" />
<O N="ColSec1" T="Section">
<O T="Shape">
<O T="Point" X="0" Y="0" />
<O T="Point" X="0" Y="b_bm" />
<O T="Point" X="d_bm" Y="b_bm" />
<O T="Point" X="d_bm" Y="0" />
</O>
<O N="ColConcrete" T="Material">
<P N="E" V="519120" />
<P N="G" V="221904" />
<P N="d" V="0.15" />
<P N="a" V="0.0000055" />
<P N="Fc28" V="576" />
</O>
</O>
</O>
<O N="NB1" T="Node" Z="0" Y="0" X="0" Rz="-1" Ry="-1" Rx="-1" Tz="-1" Ty="-1" Tx="-1" />
<O N="NB2" T="Node" Z="0" Y="0" X="b_bm" Rz="-1" Ry="-1" Rx="-1" Tz="-1" Ty="-1" Tx="-1" />
<O N="NB3" T="Node" Z="0" Y="d_bm" X="b_bm" Rz="-1" Ry="-1" Rx="-1" Tz="-1" Ty="-1" Tx="-1" />
<O N="NB4" T="Node" Z="0" Y="d_bm" X="0" Rz="-1" Ry="-1" Rx="-1" Tz="-1" Ty="-1" Tx="-1" />
<O N="N1" T="Node" X="0" Y="0" Z="h_col" />
<O N="N2" T="Node" X="b_bm" Y="0" Z="h_col" />
<O N="N3" T="Node" X="b_bm" Y="d_bm" Z="h_col" />
<O N="N4" T="Node" X="0" Y="d_bm" Z="h_col" />
<O N="L1" T="FELine">
<P N="Node1" V="NB1" T="Node" />
<P N="Node2" V="N1" T="Node" />
<P N="Section" V="ColSec1" T="Section" />
<P N="Beta" V="0" />
</O>
<O N="L2" T="FELine">
<P N="Node1" V="NB2" T="Node" />
<P N="Node2" V="N2" T="Node" />
<P N="Section" V="ColSec1" T="Section" />
<P N="Beta" V="0" />
</O>
<O N="L3" T="FELine">
<P N="Node1" V="NB3" T="Node" />
<P N="Node2" V="N3" T="Node" />
<P N="Section" V="ColSec1" T="Section" />
<P N="Beta" V="0" />
</O>
<O N="L4" T="FELine">
<P N="Node1" V="NB4" T="Node" />
<P N="Node2" V="N4" T="Node" />
<P N="Section" V="ColSec1" T="Section" />
<P N="Beta" V="0" />
</O>
<O N="TopMeshSurface" T="FESurface">
<P N="Material" V="ColConcrete" T="Material" />
<P N="Node1" V="N1" T="Node" />
<P N="Node2" V="N2" T="Node" />
<P N="Node3" V="N3" T="Node" />
<P N="Node4" V="N4" T="Node" />
<P N="Thickness" V="10" />
</O>
</O>Last updated
