PEB warehouse structures
Please, solve
We have been trying to build a PEB staad.pro model of a warehouse for the past several days.
We have set up all the IS standards of property and loading settings we know.
However, the economic conclusion is yet to be reached.
Purlin's design was all about failure.
Similarly, bracing design solutions are not achieved.
Please, resolve.
I can see a huge displacement in the model only with selftweight. So, it seems the sections sizes not adequate to bear the load for such huge span. Can you please double check the section sizes and try with some higher sections ?