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You can already split a |
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There are some pretty niche calculations required for monosymmetric beams that involve splitting the member at it's shear center and re-calculating centroids for the shape above and below this axis. It would be nice if there was a way to feed an x-y coordinate to the analysis call and it calculates properties based on this input, returning values for above-below, left-right of this specified coordinate. If it accepts an input of coordinate instead of just assuming shear center, then we could pass it the shear center OR a coordinate.
This could also be achieved by creating new sections for top and bottom, although I'm not sure how you'd go about splitting the sections.
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