Can MIDAS perform any code and/or stability checks on the non-composite sections of the girders and/or the straddle piers at the end of each stage?
Answer:
Code check on the non-composite sections defined from the DB/User tab of the Section dialog can be performed as per AASHTO-LRFD 12.
![](/helpdesk/File/Get/10234761)
However, it is not possible at the end of each stage. It is only possible at the end of the last stage, which corresponds to PostCS in the program.
![](/helpdesk/File/Get/10234762)
As a workaround, we can specify any stage as the last stage in the 'Construction Stage Analysis Control' dialog. Then, you can perform code check for the particular stage.
![](/helpdesk/File/Get/10234763)
However, it is not possible at the end of each stage. It is only possible at the end of the last stage, which corresponds to PostCS in the program.
As a workaround, we can specify any stage as the last stage in the 'Construction Stage Analysis Control' dialog. Then, you can perform code check for the particular stage.
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