So I was hoping for some input and thoughts on an issue I am running in to.
Our structures are typically modeled so that beams and floors are joined. I have one person working on slab reinforcement and one on beam reinforcement. Right now the top bars of the beam have to be hosted in the slab, which makes it editible by that person causing a clash between the person working on beams and the person working on the slab.
I have thought of two somewhat ok ways that I don't really like to avoid this...
1. Model the beams to the top of slab, and model the slabs to end at the edge of the beams.
2. Model the beams to the top of slab, and model the slab through the beam but do not join them
I don't really like either, so hope someone has a great idea to help us out with this.
Our structures are typically modeled so that beams and floors are joined. I have one person working on slab reinforcement and one on beam reinforcement. Right now the top bars of the beam have to be hosted in the slab, which makes it editible by that person causing a clash between the person working on beams and the person working on the slab.
I have thought of two somewhat ok ways that I don't really like to avoid this...
1. Model the beams to the top of slab, and model the slabs to end at the edge of the beams.
2. Model the beams to the top of slab, and model the slab through the beam but do not join them
I don't really like either, so hope someone has a great idea to help us out with this.
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