eissenhover
New Member
Hello, 1) In the project attached in the link below, it seems that some of the roof purlins do not provide the PMM ratio, so all the purlins do not seem to save, I try to divide the purlins and interfere only with those purlins, but when I use the relevant command, it gives a warning like "delete the element under the object first". I do not want to enlarge the cross section in all lovers, so how can I intervene in those who do not save? 2) The system gives a relative floor translation error, if I use it diagonally, the error still persists, how can I fix this error? 3) While the element that exceeds the deflection limit is not visible on the 3D screen, when I receive a report, the beams that exceed the deflection limit show, I cannot find which beams they are on the 3D screen. 4) Finally, the design result does not calculate when a stiffener plate is added to the butt plate beam joint joint, and an error occurs when the bolt is increased. Sorry for asking a lot of questions, but I would be very happy if you answered, I wish everyone a good work. project download link;
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