Fundamental Raft Problem

T

Tuğbars

New Member
First of all, I have to state that I am a novice in using the program. I'm having problems with this project that I can't get out of and can't find a solution to, probably because of a burr-stinging inexperienced problem. First of all, the raft foundation is insufficient and I couldn't quite figure out where the source of the problem is. I don't know if it's due to a problem when planning the floors or my ignorance in IDEcad. I do not want to change the system, there is a shop at the bottom, but even if it can only be solved with a system change, I do not avoid applying it. I had a lot of geometry problems, I solved most of them, but there is a problem with the placement of columns that I could not find an easy solution. I look forward to your help in this matter. Other than that, there are no problems in the project, there is an anomaly in the S11 column, as if the program does not care about what I say, even if I change the thickness and length, it does not respond to me much in the analysis. I wonder if the double diagram is caused by the elevator shaft or something else, I would appreciate it if you could inform me about it. I haven't taken the point of blockage too far, I haven't entered the stair floors yet, I have to cut the elevator shaft from the raft, etc. There are a few tasks that I am aware of. I look forward to your suggestions and help. I am at a point where I am clogged with my own knowledge base. Good luck with.
 
"Tuğbars":3qnoer1i" said:
It takes really long time to add the plugin. I sent the project to [email protected]. Thank you in advance.
Click to expand...
If you upload your project to an upload site, you will increase your chances of getting help from other users. Also, maybe you can get an answer in a shorter time. Take it easy.
 
There is a problem in the MD ceiling P03 column... Delete the column and copy the floor so that only that column is copied from the lower floor. The slab edges of the S09 balcony slab did not divide the K15 and K16 beams. Therefore, the program finds more than one rigid diaphragm. To avoid this, arrange the tile edge to divide K15 and K16. On each floor, the architectural plan is affixed as blocks. There are so many of them that they slow down the program's speed. You'll work more efficiently if you clean to leave one. On the 1st floor, the S11 column is entered in reverse compared to the other columns. The beam floor system arranged in the form of a long span cantilever without columns on the top floor is not suitable. The choice of carrier system and accordingly the column dimensions are not well formed. Therefore, if you upload the project to the forum, you can get help from experienced engineers. The raft base area is not enough. Console required... If you can't upload to forum
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etc. You can upload it to one of the sharing sites and give the link.
 
In addition, checking the -superstructure interactive solution- option in the Analysis Settings/Foundation Soil tab helps to reduce the foundation stresses. In addition, if the Soil group is one of the A, B, C groups, the option -Increase the soil safety stresses by 50% when Earthquake Loads are used- can be selected, since earthquake loads are used in stress control. Good work
 
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