I'm trying to get ansys to calculate the stress in an arbitrary beam section that has user defined properties for the ASEC type beam. For the project I'm working on I need to work with unmeshed elements.
I guess you could create one element to represent your beam as long as it had a rectangular cross section. But it will be hopelessly inaccurate as you need several elements through the section to capture bending accurately. You might run into aspect ratio problems depending on the geometry you choose. But it will still be ‘meshed’ so it might not satisfy your original criteria.