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Turkish Hello, User-defined columns and beams properly distributed, singular, etc. loads, in cases where new elements are added or removed from the project or names are edited, movement[ with changed element names] /b] does. Let me try to explain with an example: For example, we defined a distributed load on our beam, which is an element named E6. Afterwards, we made column and beam reduction/increase or name change in the project. As a result of this change, the element name E6 becomes the name of another column or beam, and the load we defined goes with it to the new element E6, which we did not define as load. Therefore, the elements that we do not want to load are loaded, and the elements that we want to load are not loaded. Here, although the element name changes, the load must remain constant on the element for which it was first defined. Otherwise, a situation arises that may cause errors. I will present it to the information of the interested parties. Respects.
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PROBLEM WITH USER-DEFINED LOADS
- Thread starter dabanlio
- Start date
I noticed this too... it would also be better if we could do the loadings from the plan window... also, when we make the loadings on the nodal points formed on the right and left of a stud beam stuck in two main beams and delete that stud beam, our installations are either lost or lost because the nodal points are deleted there. slips into irrelevant points...
HakanŞahin
Administrator
"dabanlio":hd97c2zu" said:User-defined uniform, singular, etc. loads that we define for columns and beams move with the changing element names when new elements are added or removed from the project or when naming is edited.
Hello, Both cases are registered in our work list.. Good work..." tawakkul":hd97c2zu" said:it would also be better if we could do the downloads from the plan window...