@@IvanBeles yes , for example I have the self weight and the permanent load , when I go to mass group I put self weight or permanent load as masses but the program generate 0 masses. How can i fix this ?
Hi there, I have just seen the new video about the SCIA Autoconverter showing it is much faster than the usual way of creating the analytical model from the structural model. As I am a pretty much a new engineer, I would like to ask you if it was possible to create a video showing from start to finish what your traditional workflow of creating the analytical model is for a concrete building. I think it would be really helpful even in a timelapse sort of video.
![SCIA Engineer Tutorial: Absences [EN]](http://i.ytimg.com/vi/iiz6KIp0FrU/mqdefault.jpg)
![SCIA Engineer Tutorial: Absences [EN]](/img/tr.png)
hello sir, what mass combination did you do for this structure
The masses are usualy derivated from the loads and then collected to mass-group-combination. But this is a topic for a special Earthquake video.
@@IvanBeles yes , for example I have the self weight and the permanent load , when I go to mass group I put self weight or permanent load as masses but the program generate 0 masses. How can i fix this ?
Hello Sir, How can we check the drift result without earthquake or with wind?🙏
Hi there, I have just seen the new video about the SCIA Autoconverter showing it is much faster than the usual way of creating the analytical model from the structural model. As I am a pretty much a new engineer, I would like to ask you if it was possible to create a video showing from start to finish what your traditional workflow of creating the analytical model is for a concrete building. I think it would be really helpful even in a timelapse sort of video.
Good Idea. I have one model and also have given a webinar in German language. I will prepare one video in EN
Can you give me link on this manuel? thx
🙏