Entering live load into the foundation

D

discover43

New Member
hello, in a static project of a building with or without a basement, how do we enter the additional fixed and live loads on the foundation that will be formed from the use of the building in the ide 5.5 version? As you know, we do not define any flooring on a continuous basis to the foundation. I searched and could not find it. I would appreciate if you could help.
 
Hello, As it is known, the loads arising from the use of the building are defined in the beam-floor system and they are automatically transferred to the foundation after the analysis. If you explain why there are additional fixed and live loads on the foundation, we can give clearer answers on the subject.
 
As I said in my message, I mean additional loads. As I said in my message, the loads that must be entered on the ground floor due to the use of the building. While we are solving the project, we enter the ceiling loads. I need to enter 500 kg/m2 live load on the floor of a building to be used as a workplace without a basement. When I took my project with the same feature to bursa imo for approval, they said that I had neglected the burdens arising from the workplace. I was still approved, but they could have turned me away. I asked a few friends here to learn, so as not to experience the same incident again. Since I couldn't find it, the project is waiting as well :))))) I hope I was able to explain my problem this time. Many thanks for your attention
 
Let me write it again, if my foundation is not a raft, but a double-sided continuous foundation, the event will be easy, I will enter the raft, but I can not find the load on a continuous basis, where to do it, how to do it
 
In the program, you do not have the opportunity to enter a live load directly on the foundation. However, you can define a uniformly distributed, constant load on s.foundations. You can level the S.foundations and adjust the soil unit weight to give the load value you want to define. However, most of the operating load you mentioned will be on the ground. I think there is a misunderstanding about this. You can contact me by phone. Let's discuss the matter in detail. 02242206717
 
I called and I think there was no one in the office. Thank you very much for your attention. I went into such a search because the female friend who made the confirmation in the room building said I think you neglected the moving loads of the workplace. I also said that I should not enter any missing information in the sense that the project we did is closer to the reality. Basically, there is this problem. It seems that the only thing I could find in this regard was to use the lower floor white value the same as the upper floor. I couldn't find anything else. I already have that box checked. I don't know if they ask again in the room. There was no problem during the election period, but will it work now? I do not know :)))))))))
 
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