RAM Concept - Strength Design v/s ECR plan

Hi,

I had the following question about comparing the design output from RAM Concept.

For the strength design I get the following output from the Rule Set Designs>>Strength Design>> Status Plan


However, when I generate an ECR plan under the Service Design, I get the following output which shows signs of cracking at the same location


I wanted to ask about the difference between these two. Also, what parameters need to changed for the strength design to flag the cracking issue?

As far as I understand, I am getting the cracking issue due to exceeding the following entries from the "Load History Calc Log"


Does an exceedance in cracking load at the bottom face imply an excess of PT?

Thank you.