Where should then Non-repeated Anchor Movement (e.g. Building Settlement) be accounted for if not in Equation 10a as the ASME ND says? Are the values under EQ.10a in Stress Summary Output always zero?
Insert an imposed support displacement on a user case. Go to code combinations, and create a new combination by filling the fields as shown below:
Combination method = Sum
Category: Non-repeated Support Movement
You would be able to see the results for that combination under pre-verification stress report. You shall also be able to define user allowable for eq. 10b as is the case with all other equations.
Furthermore, we are printing Equation 10a and 11a in the report for pre-verification only. Note: ADLPIPE did not have 10a (Supp Move category) in the stress summary. Below is the section in the online help which highlights this 10a now 10b limitation
Help > Contents> Contents Tab> Reference Information> ASME BPV-III-1-ND> Level A and B Service Limits> Code Compliance Calculations> ND - Single Non-Repeated Support Movement (Equation 10a). A new enhancement has been logged, TFS-E74287
ASME BPV-III-1-ND, AutoPIPE Nuclear Piping Code FAQ