In your project, the building coordinates look the same as the template project. Could you share the building coordinate information so that we can check the given earthquake parameters?"engineering":1ncilvbj" said:IN THE STATIC PROJECT I SHARED THE LINK OF BELOW, I CANNOT RECOVER RELATIVE FLOOR SHIFT. THANK YOU FOR YOUR HELP
LOT: 38.61045000 LONGITUDE: 27.43066000"HakanŞahin":1sstwec0" said:The structure coordinates in your project look the same as the template project. Could you share the building coordinate information so that we can check the given earthquake parameters?"mühendix":1sstwec0" said:I CANNOT SAVE RELATIVE FLOOR SHIFT IN THE STATIC PROJECT I SHARED THE LINK BELOW. IS THERE ANYTHING I MADE WRONG ACCORDING TO THE 2018 REGULATIONS? DO I HAVE OTHER MISSING POINTS? THANK YOU IN ADVANCE FOR YOUR HELP.
According to your building coordinates, you should give the DD3 values to the program for the relative floor drift control. However, you seem to be using the same values as DD2. The values you need to enter in the wizard for DD3 are: After you enter the correct values into the program Relative floor drift control will be provided."mühendix":18ah68he" said:LATITUDE: 38.61045000 LONGITUDE: 27.43066000"HakanŞahin":18ah68he" said:In your project, the building coordinates look the same as the template project. ?"mühendix":18ah68he" said:IN THE STATIC PROJECT I SHARED THE LINK BELOW I CANNOT RESCUE THE FLOOR DEPLOYMENT. IS THERE ANYTHING I MADE WRONG ACCORDING TO 2018 REGULATIONS? ARE I MISSING ANY OTHER MISSING POINTS? THANK YOU IN ADVANCE FOR YOUR HELP.
"ozguncicek":3c3gq4ln" said:https://www.dosyaupload.com/anxF
Hello, In the project you added, the floor bed coefficient was entered incorrectly. (According to the picture you added, it will be 1250000 kg/m3 instead of 1250 kg/m3). Also, although there are no perimeter curtains on the basement floor, the floor is considered rigid. If the floor bed coefficient is entered as 1250 tf/m3 and the analysis is made without accepting the floor as rigid, the relative floor drift problem does not occur. Good work"ozguncicek":3c3gq4ln" said:Good day. I installed it in the wizard. However, I can't get over the relative floor skipping problem. The project I have drawn is a basement+2 storey project. I uploaded my project. I am waiting for your help
"ozguncicek":3erdfugu" said:Thank you, Mr. Levent for your help. When I made the correction you mentioned, the problem was solved. However, there is a point that I am confused about, aren't the values in the report image I shared a little too small than 0.008 :shock:
In your project, the coordinate and spectrum coefficients were entered in the TBDY 2018 wizard by first selecting DD1 ground motion. The wizard has been registered. Then DD2 was re-entered for ground motion and the wizard was registered again. Relative floor offset values are reasonable for floor class ZC. In Ver 10.06 the wizard will no longer need to be edited twice. Joint Shear Safety problems can be solved by changing the column orientation and misalignment and enlarging its dimensions. Good work"ozguncicek":3erdfugu" said:Also, when I create an ELECTIVE REPORT, project errors appear under the heading "shear safety of column-beam junction areas". How can I solve the situation without enlarging the column sections?
How to organize the TBDY 2018 wizard is explained in the attached document. There will be no need for these operations in Ver 10.06 version. Good work"ozguncicek":2j995xfr" said:The coordinate and spectrum coefficients in your project were entered in the TBDY 2018 wizard by selecting DD1 ground motion first. The wizard was recorded. Then DD2 ground motion was entered again and the wizard was recorded again. Mr. Levent, could you please help me with this statement. So there are some points that stuck in my mind. Is there a video application of the operations you do
Hello, The displacements of the carrier elements Perspective screen - analysis model Viewing - deformations tab You can check the link below. Good work"mühmurat":lfz8s39p" said:Hi, it gives the ratio of the column that is already maximum in the report, while getting the relative story drift error in the projects. If you want to see the relative story drifts of the other columns, how can we see it?
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