We have 12" line of storm water , 10 mm thick , 6 mm corrosion allowance ( dictated by Gost code/client)
If we calculate sustain sag for above line for say 6 mtr span on rack at mid node , the sag remain same if I change corrosion allowance from 6 to 0.
This implies that Caesar do not consider corrosion allowance at the time of sag calculation..
- Flagging all case corroded to ,'True ' do not change sag value obtained in 'False'
- Is there any other corrective setting in Caesar config ?
-Is it like that Caesar calculates Restrained loads in uncorroded thickness hence displacement like sag is calculated without CA
- Or is there any specific Codal reason for not considering CA in sag calculation

Please reply.