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Turkish Opinions questions about using ideCAD Static 7
- Thread starter Ismail Hakki Besler
- Start date
1-) While there is no B2 irregularity in the Irregularity report in the earthquake regulation general report, it says that there is B2 irregularity on the ground floor in the x direction on the detail page. And it doesn't print on the first page. What is the reason? 2-) While doing the analysis, although there is no B3 irregularity in the system, "TDY article 2.3.2.4 - The internal forces of the element are increased with B3 irregularity." says
HakanŞahin
Administrator
Hello, I looked at your project. The beam drawing layers are closed in the project. 1. Click on the Layer Settings command 2. In the Layer Settings dialog check "Apply to all drawings" 3. Click on the "Open All" button 4. Close the dialog with "OK" 5. Enter the Beam Settings. The beam drawings will appear."NYILMAZ":27qbzf5a" said:There is no problem when I open another project. The problem still persists in the project we transferred (v6-v7). ?!
Levent Özpak
New Member
Could you add your project?"ryildiz":17br3fl9" said:
HakanŞahin
Administrator
Your project has been taken into our notes for review"ryildiz":ke4wpv6q" said:
There is no B3 irregularity in your project. The message is revealed in every project as the analysis phase. It has been taken in our detection notes. Good work ..."ryildiz":ke4wpv6q" said:
Levent Özpak
New Member
"nahroyo":24e2qq0y" said:
It would be greatly appreciated if this deficiency is corrected in the upcoming updates. Because it takes a lot of time to fix it manually.. even it is a necessity to have this control in all elements because there is no iron longer than 12m in the market, there is no reinforcement anyway.. thanks for your interest"Levent Özpak":3bt71bfe" said:
Bolvadinim
New Member
Hello. About Loads... To make the load libraries multi-layered, more detailed and transparent; Wall materials (brick/gas concrete/pumice/stone/gypsum plasterboard), interior and exterior plaster (gypsum/concrete plaster), exterior elements (layers such as load-bearing construction, glass, aluminum, marble, granite, stone, sheathing, etc.) Available In the beam load editor, similar to what is described in the slab load library, in the table below, all the layers that make up the wall, such as wall and wall substrate thicknesses, unit weight, plaster thickness, unit weight of the plaster, cannot be defined one by one. Result-i Word:We request a new beam and slab loads editor supported with visual shape.. Thank you..
Hello there. First of all, the problem I see is as follows; When idestatic is on, when we press the bar at the bottom right, plans such as floors and molded column beams appear in the sequence that opens. We come over these layers and open the relevant plan or floor. In the current version it's all mixed up. When one hurts, the other slides down. I'll be pleased if you pay attention. Good work
HakanŞahin
Administrator
Hello, It's not the mess you wrote, it's actually one of the new features of the program and it is activated when the number of windows increases. List: List of windows ----- Opened in the previous click It is organized as a list of windows... In short, a window you click from the window list is taken to the lower list in order of click. It works like a list of records.For example, the floor list is initially; 3rd floor 2nd floor 1st floor Formwork plan Beam expansion -- ---- Let the column appear as an application Let's assume that we click on the 2nd floor In this case, the list is: 3rd floor 1st floor Formwork plan Beam expansion ---- 2nd floor Column will be in the form of an application. Good work..."dester":1mbboab2" said:
In ribbed floors, there should be the possibility of drawing with hollow block and accordingly the quantity of the ribs. Of course, I think it would be even better if it could be given… I wonder if the authorities are considering a study on this issue? thanks for your interest...
In ribbed slabs, there should be the possibility of drawing with hollow block and accordingly the quantity of the moldings. Of course, I think it would be even better if it could be given as well… I wonder if the authorities are considering a study on this issue? thanks for your interest...
Bolvadinim
New Member
"nahroyo":28brdtea" said:
turgayyulu
New Member
Dear Sir, I am reviewing idecad 7 version. My expectation is that in the mold plan, as in the colon application plan, the colon application plan. The floor selection and formwork plans were seen on the same sheet in the dialog. It would be nice if you could work on this. Because we usually stay and put the appli plans side by side. Good work
It seems that it would be better if the trio perspective view and returnable plan view and accordingly interactive camera trio in the right-click menu should take place in a certain order. . I think we should not look for perspective and plan in the menu every time. In summary, perspective view on the bottom line and its return plan view on the bottom line, can the interactive camera be just above it?
1- There is a problem with the S11 polygon column detail. 2- It seems that the k27 beam on B1 floor is connected to the beam, not the S1 column. 3- When I get symmetry of the same region from the left side, there is a problem of creating tiles. 4- It seems problematic in creating D2 (and symmetrical) flooring on the ground floor. 5- What is a band beam, what exactly does it do? sample? The link of the file is attached.
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