appcrash error

I

izmirlimuhendis

New Member
In the reinforcement project I have sent in the attachment, when I am on the ground floor and when I say open the reinforcement outside or inside when I receive the column application plan, the program gives an appcrash error, but when I receive the normal column application plan, it does not give an error only when I receive the reinforcement drawing. and the program stops working and closes. I will be glad if you help.
 
Dear engineer from Izmir, is this a building you entered for trial purposes or is it a real one? I saw that the reinforcements in Beams and Columns were entered and not locked. If it is a real structure, the actual reinforcement in the structure must be entered and locked. Column jacketing should be done in all directions of the column, it is not possible to do it in one direction. Instead, it would be better to add curtains.
 
Thank you for your reply, however; System 1 is a real system. It is not for trial use. The reason why the second beams are not locked is that the building is at the ground floor column level, so the building is not completed. however, at the request of the building owner, the columns were strengthened. I could not fully understand what is the problem with the jacketing of the 3rd columns in one direction and why it cannot be done. 4. also does all this have anything to do with the appcrash error?
 
We fixed this bug in next week's 6.53 update. -1 to get drawing for now. delete all the elements on the floor -Go to the ground floor and get your drawing -Go back to the 1st floor and bring back the deleted elements with the undo command.
 
Dear İzmirlimühendis, What I wrote has nothing to do with the aproach error. I wrote it because I saw a problem with the retrofit. Empowerment is a sensitive issue and must be done consciously. It is obvious that the structure is weak in lateral load, but in order for the reinforcement to make the structure better than it is, additions and improvements made for reinforcement purposes should work together with the structure. The purpose of sheathing is to increase the bearing capacity of the element whose cross-section is not sufficient (due to concrete, reinforcement or cross-sectional area). It is not possible for a sheathing, which is made like plastering on one side of the column and does not cover the column, to work together with the old column. No matter how much anchoring you try, it will only destroy the old column. The mantle shell, which is reconstructed as stirrups and vertical reinforcement by wrapping around the old column, is designed to meet the needs on its own. In general, the old cross-section cannot be trusted at all. It stays inside like a filling material. Another alternative is to enlarge the section into the structure, but this cannot be done with 10-15 cm like sheathing. You can enlarge the section by adding a minimum 50-60 cm column inwards, of course, you must apply anchorage details to the old column firmly with this additional column. Since the area is wider, it is possible to apply many details.
 
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