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  • Cantilever Beam - Numerical Results

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Cantilever Beam - Panel

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Cantilever Beam - Panel

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Step 6: Results

Total Deformation

First, examine the total deformation by clicking on the Total Deformation button, Image Removed. If you have used only two elements you should see the output shown below.
Image Removed

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Plot Deformed Shape of Midline

HTML
<iframe width="560" height="315" src="https://www.youtube.com/embed/Zf9zYFNXkaI" frameborder="0" allowfullscreen></iframe>

Plot Bending Stress

HTML
<iframe width="560" height="315" src="https://www.youtube.com/embed/_04tFkcaqXw" frameborder="0" allowfullscreen></iframe>

Plot Bending Moment

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<iframe width="560" height="315" src="https://www.youtube.com/embed/t2uTPPyIVEI" frameborder="0" allowfullscreen></iframe>

Probe Displacement

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<iframe width="560" height="315" src="https://www.youtube.com/embed/SA-rmkqkbm0" frameborder="0" allowfullscreen></iframe>

 

Check Your Understanding

Select the correct option below.

Consider the case where we replace our square cross-section in ANSYS with an I-shaped cross-section that is taller, has a lower cross-sectional area and the same moment of inertia. If we then re-solve the problem in ANSYS, which of the following results would be affected? Select all options that apply.

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  1. Deformed shape of the midline, u_y(x) 

  2. Max. bending stress at root



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