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Cheers!
In my company we've been struggling with an issue regarding measurements/quantities of the cases in which the foundation slab intersects with other elements.
The thing is that: while the total volume is correct (because it takes the volume of the intersections), the width is only counted till the intersection. In the image below, the total width is 10,10m but only part of it is counted. This causes problems when we want to define correct schedules because, in fact, the foundation slab has those measures.
Is there any workaround in order to get the correct width?
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