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Can the console length be 2.3 m?
- Thread starter damlatpz
- Start date
Re: Console Length If we keep the deflection calculation of the length and shortness of the console length on one side, there is no certain criterion. Rather than that, the issue that I stumble upon in your project and object to in general is "cantilever beams from beam". Your ka12 beam is from beam to cantilever. This is something I don't want to do. Apart from that, if I were you, I would always make D5-D6 and D9-D10 tiles in a system like this. In fact, perhaps the best thing to do is to make the ribs of all the floors in the x direction and do them all the time. In this way, I would have reduced the console effect and distributed it to the entire system. Good luck with.
Re: Console Boyu thank you very much, your opinion has been very valuable for me. This is a situation that I do not want to do too much, of course, I avoid doing it in multi-storey buildings with a lot of space. I also thought of defining an 80*25 column at the intersection of K21 and K12 beams. Do you think there would be a better solution?
Re: Console Length If possible, do not make all the columns in the same direction. If you design the rib beams as I said, there is no need to put a column at the point you say. Instead, if it will not cause a problem on the façade, it would be a more practical solution to make K12, 23, 24 beams as horizontal beams and continue and connect the K12 beam to K19. Even if you put a column at the point you have mentioned, this time the cantilever beam situation will occur from the column that does not continue, which is not a very preferred situation.
Hello, thank you for opening a topic for mutual exchange of views. In your formwork plan, you have made cantilever beams from beams, albeit short, on the left, it is best not to choose this either. Package programs do not give a warning as a result of the analysis, but it would be good to stick the rest of the consoles to more logical curtains or columns, and create continuity with the beams, considering that the feet are on the ground. You should warn your architect friends about this issue and warn them to design a more stable structure and ask them to help you. Thanks.