Hi , I am facing the problem during analysis that no nodes found in floor plane for seismic analysis in robot ..? How I fix this problem kindly help me out bcz my research work is stuck on it
Отместването на столиците (с offset) променя ли усилията в тях и в главните греди т.е. вкарва ли усукване в тях от този ексцентрицитет, който се получава?
@@bimunibg I am working in Qatar. There is a Qnd level that followed by qatar.now i am working with structural modeling.the architectural team create the model with level without converting in to qnd level. We shold follow the same level for both arch and structure. The problem is that the shop drawing prepared in autocad follows the converted level. So we want show same level as spot elevation on revit while making shop drawings. I think a value can be added to constraints through which we can minus that value from current elevation. Otherwise we should prepare that in annotation without the property of spot elevation. If you get the solution for this problem please let me know
could you share dynamo script please ? , if you cant , any way thank you for your efforts ، i following you months ago.. i have learned a lot of things from you , thank you very much sir , greetings from egypt
