">Uniformly varying load on a beam - Ansys Tutorial - YouTube
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i have created a simplified 2D model for an arch bridge (picture below) using ANSYS Mechanical APDL-Scripts and would now like to define the loads. My problem is that I have to apply linearly increasing loads to the curved arc line for a static structural analysis. Does anyone have experience with this and can help me further to define linear loads on a curved line with a script?
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