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the relative floor error did not go away no matter what I did. Is there a place I missed? can you help me? thanks take it easy.You are using an out of date browser. It may not display this or other websites correctly.
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Relative floor offset error.
- Thread starter 49emrah49
- Start date
M. Berat Denli
New Member
Re: relative story error. Hello, You are getting relative story drift error due to the deformation in the columns I have shown below. By increasing the size of these columns (especially in the first 3 floors), you can make this part more rigid and get rid of the problem.
Re: relative fold error. Let's expand on what Berat said. Your building has a length in the x direction and most of the columns are lined up parallel to the x direction. You have marked the 1st basement as a rigid floor, uncheck it. It is not correct to say that it is rigid because of the curtains on a single facade and on the short facade. The contribution of the curtains in the carrier system is insufficient.
Relative Floor Offset Problem Hello. I could not resolve the error of the relative floor offset too high, whether it is because the plot is narrow and narrowing towards the rear of the building or because of another problem. I'm facing the same problem on 3 of the 3 floors. Another y Thanks in advance.. link is below.
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Re: Relative Floor Offset Problem
Dear fathhh, The things I mentioned above I don't know about the architecture, but in your project, make the beams between the s11 and s12 columns on the 4 axis curtains on all floors, set R=7, increase the number of modes (eg 24) There is no problem, unless there is a flat entrance in the place I mentioned. Note: Since the problem of relative storey drift is naturally related to the design of the structural system, in order to offer solutions to such problems, it is absolutely necessary to choose architectural solutions. project is required. Otherwise, the solution cannot be offered or the suggested solutions (as I wrote) remain in the air. This causes a waste of time."fathhh":3qtzmxpt" said:Hello. Is it due to a narrow plot and narrowing towards the back of the building, or is it due to another problem? I couldn't fix the very high error. I am facing the same problem on 3 of the 3 floors. I would be very grateful if you could help. Another y Thanks in advance.. the link is below.You do not have permission to view link Log in or register now.
Levent Özpak
Active Member
Re: Relative Floor Offset Problem
Hello, -Relative floor offset in your project The problem occurs in the short direction. The ground bearing coefficient is very low, the main reason for the relative displacement. -Also, in version 7, there is no interactive solution for the superstructure on the rafter raft foundation. In case the ground group is C or D, the foundation system is designed as beamless raft in terms of program and regulation compliance, It would be appropriate to make a superstructure interactive solution."fathhh":1gp50ou9" said:Hello. Is it due to a narrow plot and narrowing towards the back of the building, or is it due to another problem? I couldn't fix the very high error. I am facing the same problem on 3 of the 3 floors. I would be very grateful if you could help. Another y Thanks in advance.. the link is below.You do not have permission to view link Log in or register now.
Re: Relative Floor Shift Problem
Mr. Nedim, I added the architecture, I couldn't fix the problem because I couldn't put that curtain. Is there any other alternative where I can make the ground values quite low? thank you by the way."NYILMAZ":10l2dss2" said:Dear fathhh, The things I mentioned above also apply to your project. I don't know the architecture, but in your project, make the beams between the s11 and s12 columns on the 4 axis as curtains on all floors, make R=7, increase the number of modes (eg 24) There is no problem. Unless, of course, there is no apartment entrance in the place I mentioned. Note: Since the problem of relative storey drift is naturally related to the design of the structural system, an architectural project is absolutely necessary in order to propose solutions to such problems. Otherwise, the solution cannot be offered or the suggested solutions (as I wrote) remain in the air. This causes a waste of time."fathhh":10l2dss2" said:Hello. I could not resolve the error of the relative floor offset too high, whether it is because the plot is narrow and narrowing towards the rear of the building or because of another problem. I'm facing the same problem on 3 of the 3 floors. Another y Thanks in advance.. link is below.You do not have permission to view link Log in or register now.
I looked at a project in this architecture, it seems unlikely that I can make a suggestion. With a little effort, the relative floor drift end of the upper floors can be solved, but the problem is not completely resolved. I think you'd better have a conversation with the architect. The ground values that Levent mentioned are also thought-provoking. I think that a soil where the soil stress is below 1.0 should be examined or improved.
As you said, Mr. Nedim, I talked to the geology and geophysics engineer for the ground values. Thank you for your"NYILMAZ":3bxg8z9a" said:I looked at a project in this architecture, it doesn't seem possible to come up with a suggestion. With a little effort, the relative floor offset end of the upper floors can be solved, but the problem is not completely solved. I think that a ground where the ground tension is below 1.0 should be examined or improved.