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Checking overlapping joined geometry
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Hi all,
is there a way to check how beams are joined without manually doing this one by one.
When a beam moves 5cm it happens that one beam who was joined perpendicularly with the moved beam stays in position. Making this look ok from point of view but ends up in a wrong beam length calculation in schedules.
In the example underneath beam FB28 was moved due to the above laying wall which was moved by order of the client. This resulted in FB27 staying in place and keeping its length in schedules, which is wrong.
Ok the volume in total will be correct in this way, but thats not what our contractor looks at.
How can we easily check these joins without looking at every beam 1 by 1 selecting them and checking the area?