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PostPosted: Sat Mar 24, 2018 6:26 pm 
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Joined: Sat Mar 24, 2018 5:40 pm
Posts: 1
Hello,
I'm working on my diploma work, which is post-tensioned bridge. I'm beginner with the program, so I use the SSD. I'm trying to do a decompression check according to EN 1992-2 (by the task CSM Bridge Design - Beams), but I've got the following error:

94 LC TYPE 'Y_1 ' CST 9998 REF GROS
95 LC TYPE 'Y_3 ' CST 9998 REF GROS
96 LC TYPE 'Y_4 ' CST 9998 REF GROS
+++++ error no. 2200 in program AQBEI ; input line: 96
No load cases for beam elements stored in database
or no load cases matching action/type
Hint: Single design cases have to be specified with type (D) or similar

97 LC TYPE 'Y_9 ' CST 9998 REF GROS
98 LC TYPE 'Y_D ' CST 9998 REF GROS
99 LC TYPE 'Y_G ' CST 9998 REF GROS

I also apply the .dwg and .sofistik files
Thanks in advance for the help.


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PostPosted: Thu Nov 22, 2018 10:18 am 
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Joined: Fri Oct 13, 2017 8:06 am
Posts: 1
Hi,

it's been a long time since your post and you had probably already solved problem, but anyway ... I am also beginner and had the same problem. While searching for solution I found your post. After few hours I discovered that the problem is in CSM Bridge Design - Superpositioning. Just add action Temperature and load case with action Temperature on your bridge and then the CSM Bridge Design - Superpositioning will do the correct superpostition, and the CSM Bridge Design - Beams will also work. Basically you can't do superpositioning only with traffic loads.

I hope that correct solution will be posted by someone with more knewledge but this is how I solved the problem.

Regards Toma┼ż


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