radye

G

gürkan

New Member
hello hello 1- There is a ground safety stress error in the rd16 raft flooring during the construction, what is the reason for this? 2 - Why does the program give an error when I press the 3D frame button? (I had to delete 2 layers because the project is larger than 3mb. You need to add two layers to the project and have it analyzed) thanks NOTE= Projects larger than 3mb do not fit in the form. don't you think that's a problem?
 
Hi, 1. The sum of the G and Q values of the R16 raft slab exceeds the ground safety stress of your project. That's why the warning is given. The amount of overrun is small... You can increase the area of the raft chamber by changing the offset of the continuous foundations surrounding the slab. Your model has large span panels. By modeling the panels as shells, you can transfer the loads to the raft foundations more homogeneously. Therefore, as I mentioned before, I recommend you to update to version 6 again. 2- Such an error points to a video card problem. For example, I have nvdia geforce 8500GT graphics card. I don't have a problem. You may also be able to overcome this error by updating the video card drivers. 3. The forum has a maximum file size limit. You can upload large files to sharing sites like rapidshare., Good work...
 
Mr. Hakan ; As you said, the panels are very large. As you know, these are school projects, type projects, their architecture is like this .....Is it a static problem if the panels are that big? Mhanefiata said the same thing in my previous messages. I did it as 1/10, but this time I couldn't get rid of the b2 irregularity.
 
"gürkan":2i1bmkqz" said:
Hakan Bey; As you said, the panels are very large. As you know, these school projects, type projects, their architecture is like this .....Is it a problem that the panels are so big, statically. I did it in the form of 1/10, but this time I couldn't get rid of the b2 irregularity.
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No, there is no problem in terms of static. However, it is important to place the panels as balanced and symmetrical as possible, to prevent the structure from twisting, and of course in terms of building cost. System selection that reduces the building cost Panels behave as sheets and it would be appropriate to analyze with the most appropriate modeling to reflect this behavior. It is more convenient to use it while we have the opportunity to fully consider this behavior by modeling as shell in 6.01. You do not have to fix the B2 irregularity. If you examine TDY, it is 5% equivalent eccentricity effects will be taken into account author. We already consider 5% concentricity effects under all circumstances.
"gürkan said:
":2i1bmkqz"] Mr. Hakan ; Will this Q value not exceed the value of the bed floor number?
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No, the sum of the G and Q values written in each floor eye in the beam raft analysis will be less than the ground safety value you have given in the project general settings.
 
Also, in this project, do we enter the number of upper rigid basement floors when it defines another floor below the ground floor.
 
No, there is no generalization as you have written. The upper rigid basement number value is related to the number of the floor where the basement perimeter curtain is located. For this, floor general settings are checked. If the definition of the basement perimeter curtain corresponds to the number of the floor, the number of that floor is given. In your project that value is -1.
 
"gürkan":inrz48ku" said:
Hakan Bey; As you said, the panels are very large. As you know, these school projects type projects architecture is like this .....Is it a static problem that the panels are this big? He said. Instead of pieces and longer curtains, more pieces and shorter curtains. You know, as the size of the curtain increases, the cutoff also increases. I expressed an opinion in favor of a balanced distribution. Thank you.
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