Structural Precast 2018 disaster
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There are couple of major issues with this extension. You can make slabs and walls which are looking nice at the first sight but if you are really trying to do some structural engineering with it, it is totally useless. I don´t even understand why it is called structural extension. It should be architectural visualization for precast.
First major problem is with the division profiles.
Here is one image which shows the problem the best
The division profile is not created to the first HCS so it will end up to be its own assembly. NO! It is 100% similar than the second one and I want them to count as a one type. So please fix this amateur problem to the precast extension.
Second annoying problem is that if you create a HCS where you attach a recess it will end up moving the voids too low if the recess is longer than the remaining proportion of the slab.
Here is the image of that:
Slab length is 6m and the recess is 3.1m. Another image if the recess is a bit shorter side by side.
These two problems gripples the whole extension. The idea behind it is good but still it needs tons of development.
For structural designing this is completely useless
