Precompression Failure

Hello,

I am seeing a precompression failure for my two-way slab with opening infill beams (Layers > Deign Status > Status Plan). When I go to use the Auditor tool, I do not see much information about the precompression failure (i.e., the needed precompression for the design strip).

 

I created a new precompression plan following this page: Creating a new precompression plan (bentley.com).

I found that I needed 122 psi precompression for a section. Is there a breakdown of this calculation done by the program? Also, how would I remediate this for cantilevers in the program?

Thank you,

Skylar Calhoun