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B errors in columns and S errors in beams
- Thread starter duriy3
- Start date
Re: B ERRORS IN COLUMNS, S IN BEAMS I couldn't look at your model due to the version difference, but let me tell you something according to your question. In the program; An error warning is given with the letter S when it does not provide deflection controls on the beams, and the letter B when it does not provide the column-beam junction area controls on the columns. To solve the deflection problem in the beams, you can increase the beam height or, if possible, increase the concrete quality. If your project has hollow floors, you can try to solve the rib directions by arranging them parallel to the beam. Also, if the beams you mentioned are on the last floor, check whether you have entered 0 for the wall loads. For column beam junction errors, see this link:
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Take it easy .Re: B ERRORS IN COLUMNS, S ERRORS Thank you for your reply. I actually know the abbreviations. As I did the solutions you said. I made the ribs parallel to the beam. Hollow floor is normally 32 here, but I made 35. Although there is no last floor, I entered zero wall load in case it saves. I also bolted another beam, reducing the floor loads it was carrying. I increased the mounting hardware as much as I could. I can't save this beam while it's fine with beams that carry more loads at the same span. Of course, there are 2 more cantilever beams to this beam.
Re: B ERRORS IN COLUMNS, S IN BEAMS If you think that 35' will be made in place of the beam, it's okay. You can also make beams with a wall underneath as 25/50 deep beams. Reducing the existing beam, wall and floor loads should not be a solution. Instead, you can control your other uploads and reduce the loads you give more than necessary. You can check whether you have made your data entries and connections correctly. In the meantime, I recommend you to solve your project Semi-Rigid. Since I did not see your model, I wrote in general. Good luck with.