Can't fix relative floor offset

F

fundasude

New Member
I CAN'T REMOVE KINDLY, I CAN'T, I TRIED THE CURTAIN, I DIDN'T. DO I ADD THE CORRECT AFAD DATA IN THE WRONG LOCATIONS AND DIRECTIONS? I HAVE MANUALLY INSTALLED THE CORRECT AFAD DATA IN THE WRONG DIRECTIONS. Did I DO IT CORRECTLY?
 
Re: WHY CAN'T I GET RELATIVE FLOOR DELAY
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I'm a follower of the forum but about sharing i am new. I hope I was able to upload, thanks by the way for your attention
 
Re: WHY CAN'T I CARE RELATIVE FLOOR DEFER Hello My Suggestions: --Soil bearing capacity is 25.7 t/m2 in this case ground ZF is selected, check the value you use in the calculation is 1.4 divided ground bearing capacity?[ /b] --You put the S23 column on the door, fix the static modeling, --Enlarge the raft foundation from both sides, if not, increase the reinforcement, if not, increase the thickness, --3. mark the floor as the elevator machine room, --2.-3. reduce the floor loads of the floor, remove the wall loads, --You can make the concrete C30, --correct the B errors, --If it still does not recover after doing the above items, add CURTAIN, (define by grouping around the stairs and elevator) -- You support and attach the stairs last. Unver ÖZCAN
 
Re: WHY I CAN'T CARE RELATIVE FLOOR DEPLOYMENT Thank you very much, I will take all your suggestions into consideration and implement them.
 
Re: WHY CAN'T I CARE RELATIVE FLOOR DEFER
"unver":1tda1wa0" said:
Hi My Suggestions: --In this case, the ground bearing capacity is 25.7 t/m2, check the ground carrying capacity quite a bit, Is the value you used in the calculation 1.4 divided floor bearing capacity? --You put the S23 column on the door, correct the static modeling, --Enlarge the raft foundation from both sides, if not, increase the reinforcement, if not, increase the thickness, -Mark the 3rd floor as the elevator engine room, -- Reduce the floor loads of the 2nd-3rd floor, remove the wall loads, --You can make the concrete C30, --Fix the B errors, --If it still does not save after doing the above items, add CURTAIN, (group around the stairs and elevator Define it by doing it) --You can support and add the stairs last. Ünver ÖZCAN
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Ünver Bey, I checked my project, I already entered the ground class as ZE. I marked the 3rd floor engine room, bks was 7 and I tried to reduce the loads and I made c30 and made a raft 60 cm ampatmans rear corner as it will be but I still can't get results. If I put a curtain, where should I put it, I tried it with curtains, now I'm confusing what I know, I was thinking a lot. There is also a post circulating in the forum, do dd1 and save, then dd2, save and analyze. I took the values from afadd and entered them manually. I did this as well, but where am I going wrong?
 
"unver":vvyrm6a9" said:
--If it still does not save after doing the above items, add CURTAIN, (define by grouping around the stairs and the elevator)
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Make this suggestion. Share it, if necessary, I will correct it. Ünver ÖZCAN
 
"unver":2nuelwql" said:
Hello Balanced suggestion project attached. When my version was V10.08, I installed it with V8.62. Ünver ÖZCAN
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suggestion, thank you for your effort. I finally saw this, but I want to share the points I don't understand - the coordinate values in the project I uploaded are different and the dd2 column is 0 - ground bearing capacity is 40, my ground bearing capacity value is 2.57 kg/cm2 -I can't go to the road front in my parcel of adjacent corner, the friend in the municipality did not allow it -there is a transition from under the stairs to the back where the p07 curtain is :( - also, why did the stiffness occur outside the central structure?
 
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