You can use the same term also in 2D, the traction is then applied to a line (surface in 2D).<br><br>But if you really mean concentrated point load, then there is no term for this yet. But you could try making directly a zero rhs vector and setting the its components directly. Solution outside simple.py machinery... Does it make sense?<br><br>r.<br><br><div id="htc_header" style="">----- Reply message -----<br>From: &quot;Andre Smit&quot; &lt;free...@gmail.com&gt;<br>To: &lt;sfep...@googlegroups.com&gt;<br>Subject: Point load<br>Date: Mon, Dec 13, 2010 15:18<br><br></div><br>In the linear_elastic_tractions.py example I note that tractions can be applied to surfaces in 3D models. What about point loads for 2D models (without hacking the dw_point_lspring term). <br clear="all"><br>-- <br>Andre<br>

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