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Turkish hello.. I have been working on this project for 1 month as someone who is obsessed with drawing an İdecadde project. Error B appears. I reduced it to 1 column. The error appeared again. I wonder what is the reason, my esteemed colleagues. There is nothing I haven't done to fix this error. I would appreciate if my experienced colleagues can help. Thanks in advance. Take it easy.
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B problem in columns
- Thread starter cyln
- Start date
Thanks for your answer. There are tiles, I turned off the object layer, those two columns It's okay, even if I fix them, it doesn't go away."unver":1hd6wdf9" said:Hi My Suggestions --Fix the S1022 and S1023 column error given in the geometry check --There are no tiles on the floors, add them and make an account Ünver ÖZCAN
Levent Özpak
New Member
Hello, In the Beam Reinforced Concrete dialog, it is seen that excessive bending reinforcement is used unnecessarily in the beams connected to S23-S24 columns. remove the marks and analyze again. In this case, problem B is solved in the columns. In addition, since the wall shear force (alphaS) ratios are above 0.40, the ductility level can be selected as a Mixed system. In this case, the Joint Shear safety (B) control is not performed on the columns. review incorrect column placements.Good work"cyln":qtfil8b8" said:hello..I have been working on this project for 1 month as someone who is obsessed with drawing an idecadde project. Error B appears Nothing left. I will be glad if my experienced colleagues can help. Thank you in advance. Take it easy. The project is attached. It was drawn with the demo of IDE8.61.
Hello. Error B appears. I reduced it to 1 column. The error appeared again. I wonder what is the reason, my esteemed colleagues. There is nothing I haven't done to fix this error. I would appreciate if my experienced colleagues can help. Thanks in advance. Take it easy. [/quote] Hello, In the Beam Reinforced Concrete dialog, it is seen that excessive bending reinforcement is used unnecessarily in the beams connected to the S23-S24 columns. Uncheck the DS columns and analyze again. In this case, problem B in columns is solved. In addition; Since the wall shear force (alphaS) ratios are above 0.40, the ductility level can be selected as a mixed system. In this case, the Joint Break safety (B) check is not performed on the columns. Review the incorrect column placements in the geometry control. Good work[/quote] Thank you very much for your reply. The problem goes away when you mix it. Well, we calculate this alphas manually, or rather, how do we calculate it for a single layer? Thanks in advance.
Levent Özpak
New Member
Min.AlphaS value and Shear Shear Force ratios are published in the Earthquake Regulation General report."cyln":38msmks7" said:thank you very much for your answer. When you do the hash, the problem goes away. Well, we calculate this alphas manually, or rather, how do we calculate it for a single layer? Thank you in advance.