Shr,
Thank you for your informations it help me a lot.
Regarding also the output of the summary of restraint.
Most of the end cap connection which I consider it as anchor restraint with connecting node,
Does it acceptable that the loads of the connection cap are big loads, which i suppected uncommon?
Do i need to confirm the vendor of the jacketed pipe regarding the output result of my analysis?
in configuration set-up, if I change the Add F/A in Stress Tab to default
Does it affect the value of restraint output?
Please share your idea, i am wondering the result of my analysis.
Regards,
Nald
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Regards,
Nald