Good day Dlubal Support Team,
I am currently working with RFEM5 to create a 3D model for a steel bridge. Only the self-weight and temperature loads have been applied. When using the RF-Steel EC3 add-on module, the message appears that the ultimate limit state verifications are not feasible (see image).

However, when I display the graphic with the utilization ratios, values are shown on all members (see image).

Therefore, I wanted to ask if I can use these values for my bridge evaluation despite this message, or if they are invalid. If I cannot use these utilization ratios, do you have any suggestions on how I can resolve this issue?
Thank you in advance for your support.