Abderrahmane Mche
Civil/Environmental
- Feb 13, 2025
- 1
Hello,
I used CSI Bridge V26 Quick Bridge to generate a Precast Concrete I Girder bridge with one span of 20m. After launching analysis, I launch the "design request" procedure according to AASHTO or EUROCODE and everything works normally. Then I defined a Nonprismatic section of the beam used in the "bridge deck", I restarted the analysis and when I launched the "design request", the procedure was interrupted and the program displayed an error (see the figure attached with the email). Do you have any idea how we can fix this? Does "design request" not work when the section of the beam is variable (Nonprismatic)?
Thanks in advance
I used CSI Bridge V26 Quick Bridge to generate a Precast Concrete I Girder bridge with one span of 20m. After launching analysis, I launch the "design request" procedure according to AASHTO or EUROCODE and everything works normally. Then I defined a Nonprismatic section of the beam used in the "bridge deck", I restarted the analysis and when I launched the "design request", the procedure was interrupted and the program displayed an error (see the figure attached with the email). Do you have any idea how we can fix this? Does "design request" not work when the section of the beam is variable (Nonprismatic)?
Thanks in advance
