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Re: ideCAD Static IDS v10.05 Released (14.03.2019) Good afternoon. When will the update come to get risky building analysis and performance report? I wonder if some programs have been updated and the files are waiting?
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Download ideCAD Structural v10.93
- Thread starter Ismail Hakki Besler
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Re: ideCAD Static IDS v10.05 Released (14.03.2019)
Good day, answer is"batuhann28522":zf9z5p3b" said:Good afternoon, when will the update come to get risky building analysis and performance report? case files are waiting?
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batuhann28522
New Member
Re: ideCAD Static IDS v10.05 Released (14.03.2019)
Thank you. We can't report, right, on 10.06. There is an urban transformation file, a performance report is requested, I wonder if it's risky building Is it possible to get a risky building report, not performance, after the analysis?"MaFiAMaX":221e0uyr" said:Good afternoon, reply:You do not have permission to view link Log in or register now.
batuhann28522
New Member
Re: ideCAD Static IDS v10.05 Published (14.03.2019)
"2m project":3tlxvx9j" said:Hello, It is a risky building analysis and report required for urban transformation. This is V10.06 If you upload your project here or send an e-mail to the ide structure, you will be returned.
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ŞKI_YILDIRIM .rar.html I would appreciate it if you could send reports so that the values that will enter the urban transformation and the equipment will remain the same. My e-mail address: [email protected]HakanŞahin
Administrator
Re: ideCAD Static IDS v10.05 Published (14.03.2019)
Hello, I have sent the link of ideCAD Static v10.06 to your e-mail where you can analyze risky buildings and get reports."batuhann28522":1sch7m9o" said:I would appreciate it if you could send reports so that the values and equipment that will enter into urban transformation remain the same. My e-mail address is @hotmail.com][email protected]
emreyaykin
New Member
Re: ideCAD Static IDS v10.05 Released (14.03.2019) Hello, good work; When I click on the grid and border settings, the program crashes and closes. The file is attached.
Levent Özpak
New Member
Re: ideCAD Static IDS v10.05 Released (14.03.2019)
"emreyaykin":388a1s9b" said:Hi, good work; When I click on the grid and border settings, the program crashes and closes. The file is attached.[/ quote] Hi, This occurs when trying to enter the grid and border settings from the right-click menu. The problem has been fixed in the next update. You can use the General Settings, Grid Borders tab to change the grid and border settings. Good work
yusuf15hira17
New Member
Re: ideCAD Static IDS v10.05 Published (14.03.2019) for soil load definition on basement walls; There was such a narrative dialog for previous versions, is there an informational text with such a narrative for the latest regulation and version?
batuhann28522
New Member
Re: ideCAD Static IDS v10.05 Published (14.03.2019)
Good days. I had a risky building analysis, but it should not be considered as a risky building. When we do a normal analysis, I get such a result even though the beams and columns do not approve, am I doing something wrong that the building will enter into urban transformation?"HakanŞahin":2akylcyq" said:Hello, I have sent the link of ideCAD Statik v10.06 to your e-mail where you can analyze risky buildings and get reports."batuhann28522":2akylcyq" said:Reports on values that will enter into urban transformation, so that the equipment remains the same I would be glad if you could send it. My e-mail address: [email protected]
Ismail Hakki Besler
Administrator
Re: ideCAD Static IDS v10.05 Released (14.03.2019)
"batuhann28522":atgm6rti" said:"HakanŞahin":atgm6rti" said:Hello, ideCAD Static v10, where you can analyze risky buildings and get reports I sent the link of .06 to your e-mail. quote] A structure that does not save in normal analysis may not come out as a risky structure."batuhann28522":atgm6rti" said:I would appreciate it if you could send reports so that the values that will enter the urban transformation remain the same. My e-mail address: [email protected]
Re: ideCAD Static IDS v10.05 Published (14.03.2019) Risky Building Detection Regulation As Mr. İsmail said, inadequacy in your project does not mean that the building is risky. You can also think the opposite; You have made a risky building analysis, but there is no problem. You cannot understand that your project provides sufficient conditions according to TBDY2018.
Re: ideCAD Static IDS v10.05 Released (14.03.2019) Hello Mr. Batuhan, If you send your project, I can help you better. However, I can tell you how the parameters used in risky building analysis affect the projects. At the beginning of these parameters is the concrete class. The concrete class must be determined in accordance with the PRINCIPLES OF DETERMINATION OF RISKY STRUCTURES Section 4.1 Survey and Information Collection and must be entered by the user. At the same time, the knowledge level coefficient also determines the concrete strength. Another parameter is the shear strength of the element. PRINCIPLES REGARDING THE DETECTION OF RISKY STRUCTURES When you examine ANNEX-D, you can see that the calculation basis is based on shear capacity. The most important factor determining the shearing capacity of reinforced concrete elements is the stirrup spacing. Therefore, entering your stirrup range correctly will affect the values. At the same time, whether the contribution of crossties is taken into account in the calculation of shearing capacity, that is, Vr, is among the parameters that determine the shearing capacity. Another parameter is the bending strength. For this case, you can check the longitudinal reinforcement values. Best regards...
Stapling Calculations, Article 7.11.5 Controlled and Soil Load Hello, In IDE 10.05, both the stapling calculations on the foundation and the slab stapling calculations are made according to TS500. Will there be any updates according to the new regulation? Another issue is that the control of item 7.11.5 is not done in the program, will this control come in new updates? If not, do we have a chance to excel internal forces? My last question is that soil loads are separated as dynamic and static in the earthquake code. Since there are many combinations, it is difficult to add them separately to the combinations and when you add them, the combinations get mixed up. For example, when I do 1.4g+1.6q+1.6Hs, the combination becomes 2.8g+3.2q. I look forward to your comments on this subject.
Re: ideCAD Static IDS v10.05 Released (14.03.2019) A few notes I would like to add; 1-) In the TBDY 2018 analysis wizard, when we select steel as the carrier system in step 9, it allows us to select C14 and C15 in steps 12 and 13. These parts must be passive. 2-) The definition of C14 is misspelled in the TBDY 2018 analysis wizard. 3-) In the transition from raw results to design results, the program performs most of the TBDY and TSE500 processes in the background. I request that these steps be given in a little more detail in the reports. At least, it can be written in the relevant parts of the reports that the calculation steps of the related loads are found as an explanation. 4-) In the raft foundation application plan, the validity distances of the support reinforcements should be drawn schematically or placed as an option. Most of the time, users slide these accessories to be read. In practice, these equipment are placed in very wrong places. 5-) In general, users divide the formwork plans into two as formwork + reinforcement in order to be more legible and understandable. In fact, this process is not very difficult in the drawing editor of the ide. My request is that the program already separates the formwork and reinforcement drawings in the formwork plan. Deleting column, beam and slab names and sections from the reinforcement plan. It takes time to delete these texts from the reinforcement plan in the drawing editor of the ide. 6-) The "all floors" option is available for beam expansions, as in the formwork plan. 7-) Export option of 3D model as IFC. 8 -) Option to lock raft additional reinforcements. It can be canceled if the raft is modified. I wish you good work.
YasinTezel
Member
Re: ideCAD Static IDS v10.05 Released (14.03.2019) A few notes I would like to add; 1-) In the TBDY 2018 analysis wizard, when we select steel as the carrier system in step 9, it allows us to select C14 and C15 in steps 12 and 13. These parts must be passive. C14 and C15 can be selected for Steel carrier systems or Steel + Reinforced Concrete carrier systems. C14 definition, unlike the regulation, is divided into two as braced steel frame and reinforced concrete curtain wall in the wizard. C15 can also be shown by dividing it into two. I take note of the fact that the materials containing reinforced concrete curtains are closed in the steel system selection. 2-) The definition of C14 is misspelled in the TBDY 2018 analysis wizard. As I explained above, C14 Structural system type in the regulation is divided into two for reinforced concrete curtain wall and steel braced systems. 3-) In the transition from raw results to design results, the program performs most of the TBDY and TSE500 processes in the background. I request that these steps be given in a little more detail in the reports. At least, it can be written in the relevant parts of the reports that the calculation steps of the related loads are found as an explanation. Our work on this issue continues. Can you elaborate on what values you want to see in your controls? 4-) In the raft foundation application plan, the validity distances of the support reinforcements should be drawn schematically or placed as an option. Most of the time, users slide these accessories to be read. In practice, these equipment are placed in very wrong places. It is in our request notes. 5-) In general, users divide their formwork plans into two as formwork + reinforcement in order to be more legible and understandable. In fact, this process is not very difficult in the drawing editor of the ide. My request is that the program already separates the formwork and reinforcement drawings in the formwork plan. Deleting column, beam and slab names and sections from the reinforcement plan. It takes time to delete these texts from the reinforcement plan in the drawing editor of the ide. Included in our request notes. For now, you can follow this method to delete element names. During the layer months, turn off all layers and leave only the Column, Curtain and Beam layers open and go to plan. Select an object name and use the Select All command with the right button so that all texts will be selected. It can be deleted at once with the Delete command. In the layer settings, only activate the "Tile" layer. Select the tile name and use the Select All command with the right button menu. Tile text blocks will be selected. All of them can be deleted at once. 6-) "All floors" option is available for beam expansions as in the formwork plan. Included in our request notes. 7-) Export option of 3D model as IFC. We can export 3D Model in DWG , PDF , Tekla , OBJ formats. I take your IFC export request in our notes. Could you please let me know to which software you want to use IFC to export? 8 -) Option to lock additional raft accessories. It can be canceled if the raft is modified. Included in our request notes. Thank you for your interest.
Re: ideCAD Static IDS v10.05 Published (14.03.2019)
Mr. Yasin, 3. I would like to give a brief information about which results I want to see in the article. Column capacity diagrams should be added to the reports. Color scala gra for raft foundation should be included as a full page attachment. Regarding the intermediate processes, the transition between the raw combination raw values found by the program as a result of static and dynamic analysis and the design values used in the reinforced concrete design should be as transparent and traceable as possible in the reports. In addition, Idecad has incorporated some of the regulations into combinations in V10. These sections should be given in more detail in the reports. As you know, IFC has become the Industry general standard. That's why I want it added. In addition, Tekla Model Dump export option should be opened for reinforced concrete users. As it is, we are exporting via demo. Finally, the body diameter in the beam settings tab of the reinforced concrete settings is standard 12. Even if the user changes it manually, the drawings are still 12. I'm asking for this to be fixed."YasinTezel":2z6z3u3n" said:A few notes I would like to add; 3-) In the transition from raw results to design results, the program performs most TBDY and TSE500 operations. doing it in the background. I would like these steps to be given in a little more detail in the reports. At least, it can be written in the relevant parts of the reports as an explanation of which calculation steps the relevant loads are passed through. We are working on this issue. Could you elaborate on which values you would like to see in your controls? We can export the 3D Model in DWG , PDF , Tekla , OBJ formats. I take your IFC export request in our notes. Could you please let me know which software you want to use IFC for exporting? Thank you for your interest.
Re: ideCAD Static IDS v10.09 Released *New*(02.05.2019)*Y Hello, 1. The program does not detect the changes I made to the blocks in the Annotations folder. I tried both ProgramFiles and ProgramData folders but no result. I can't create a letterhead with the blocks I created.. There was no problem in V7. 2. "Last Selection" does not work in 2D drawing editing windows, it cannot find the last selected object after very heavy processing... It detects the object too late in the mathematical model window.. (one of the most frequently used commands in drawings) 3. While the object selection window is from right to left in V7, it does this from left to right in V10... is it possible to change it? 4. While exporting 2D drawings, route objects in the drawings cannot be scaled... (if the unit is meters, scaling does not occur if cm is used) 5. Nodes selected with the "Move Node" command would become prominent. in versions, not clear in V10... 6. "Export/import settings from object" command can be expanded... menu can be added specifying which settings to import or not... need: import/export layer name as well as color and pattern... (Autocad ---match feature or Sap2000--- Copy Assigns/Paste Assigns) 7. The program works slowly even though there are not many elements in the drawings... 8. Circles with solid representations (rebars, etc.) in the drawings come empty when transferred to the sheet. good work, best regards...
Re: ideCAD Static IDS v10.09 Released *New*(02.05.2019)*Y In the curtain length expansions, the sprout dimensions given separately for the head and body reinforcements overlap, they do not differ with the fast move command. . It is tiring to explode all the curtain blocks and intervene one by one. Also, basic appl. The sprout details given in the plan and the sprouts given in the column/wall vertical details do not overlap.