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Turkish HakanŞahin
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"aykut_k":2zabn3kp" said:
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Opinions questions about using ideCAD Static 7
- Thread starter Ismail Hakki Besler
- Start date
HakanŞahin
Administrator
I'm trying to add
"aykut_k":1h9q8t1d" said:but 'Your message contains too many characters.' when I add it and click send. file size is 10mb
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we can upload it to one of the sites and give the link...I think I could add
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HakanŞahin
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Hello, The foundation shoots that go into the basement curtains are smaller than the height of the sub-basement curtains. If you make it higher, your problem will be solved.[It is missing as much as the height of the basement (15cm + concrete cover)] Also: 1.) In the project, the columns were given an elevation of -1 meter, the basement walls and columns were given an elevation of -0.6. The foundations should start from the bottom of the column or column and column It is necessary to arrange the elevation so that the basement remains above the foundation 2.) You can model the inundation curtains as shells."aykut_k":23gmispb" said:hi; in my project, the sub-basement curtain carries the reinforcements from the top. the lower ends also seem to be empty. why might that be the reason?
I wish everyone a happy and prosperous week, I will have a few requests from idecad officials, I will be happy if they are taken into consideration 1- copying an element marked on any floor to another desired floor while on the 3D screen, 2- element naming fully automatic, 3- automatic belt beams in ribbed floors 4- Adding an economic design report to the reports, for example, elements with small cross-sections, as well as elements with unnecessarily large cross-sections, appear in the report, 5- marking the problematic elements in 3 dimensions and 2 dimensions with different colors (different color for each error type) , 6 - Writing similar floor beam names in beam expansions once but not writing the elevations for each floor, THANKS TO THE IDECAD TEAM AND I WISH THE CONTINUED SUCCESS...
YasinTezel
Member
Hello 1- Any questions on the 3D screen copying an element marked on one floor to another desired floor, your request notes 2- to make element naming fully automatic, With the command to name objects automatically, the object naming of the whole project can be done with a single command. 3- automatic removal of girdle beams in ribbed floors, rib with tie beams slabs should be defined as cassette slab and the spacing of cassette teeth in one direction should be arranged according to the slab opening. It is in our notes that this should be done automatically. 4- Adding an economic design report to the reports, for example, the elements with small cross-sections as well as the elements whose cross-section is unnecessarily large appear in the report, your request has been taken into our notes 5 - analysis result marking the problematic elements in 3 dimensions and 2 dimensions with different colors (different color for each error type), your request has been taken into our notes 6 - writing similar floor beam names once in beam expansions, but not writing the elevations for each floor, ] your request has been taken into our notes"nahroyo":6illfxci" said:wish everyone a greetings and a prosperous week, I will have a few requests from idecad officials, I would appreciate it if it is taken into consideration 1- Copying an element marked on any floor to another desired floor while on the 3D screen, 2- Element naming fully automatic 3- automatic removal of girdle beams in ribbed floors, 4- adding economic design reports to reports, for example, elements with small cross-sections as well as elements with unnecessarily large cross-sections appear in the report, 5 - analysis results of problematic elements in 3 dimensions and 2 dimensions in different ways marking with colors (different color for each error type), 6 - writing similar floor beam names in beam expansions but not writing the elevations for each floor, I WISH THANKS TO THE IDECAD TEAM AND THE CONTINUED SUCCESS...
Levent Özpak
New Member
Hello, Automatic naming can be done in the program. What do you mean by fully automated?Can you elaborate with an example?"nahroyo":2gatneup" said:I wish everyone good luck and a prosperous week, I will have a few requests from idecad officials, I would appreciate it if it is taken into account 2- Full automatic naming of elements, ...
"YasinTezel":r4na93vw" said:THANK YOU FOR YOUR INTEREST..."nahroyo":r4na93vw" said:I wish everyone good luck and a good week, I will have a few requests from idecad officials, if it is taken into consideration, I will be glad. copying to a floor, 2- element naming is fully automated, 3- automatic removal of girdle beams in ribbed floors, 4- economic design report is added to reports, for example, elements with small cross-sections as well as elements with unnecessarily large cross-sections appear in the report, 5- analysis result marking the problematic elements in 3 dimensions and 2 dimensions with different colors (different color for each error type), 6 - writing similar floor beam names once in beam expansions but not writing the elevations for each floor, THANKS TO THE IDECAD TEAM IN NOW AND WISH THE CONTINUED SUCCESS...[ /quote] Hello 1- While on the 3D screen, an element marked on any floor is copied to another desired floor. your request has been taken into our notes 2- element naming is fully automated, the object naming of the entire project can be done with a single command with the auto name objects command. 3- automatic removal of girdle beams in ribbed floors, Tie-beam rib slabs should be defined as cassette slabs, and the spacing of cassette teeth in one direction should be arranged according to the slab opening. This is done automatically. marking the problematic elements in 3 dimensions and 2 dimensions with different colors (different color for each error type), your request has been taken into our notes 6 - writing similar floor beam names once in beam expansions, but not writing the elevations for each floor, ] your request has been taken into our notes
what I mean by fully automatic naming is normally I want element naming to start as K1 for beams, for example, at first, and I enter K1 from the beam settings, but after a while I realize that I entered the K5 beam incorrectly and delete it, but when I enter a new beam, this time the program It skips K5 and creates the K6 beam, so the naming goes like this: K1 - K2 - K3 - K4 - K6 etc. so the program cannot update the naming.."Levent Özpak":d1gix15x" said:Hello, Automatic naming can be done in the program. What do you mean by fully automated? Can you elaborate with an example?"nahroyo":d1gix15x" said:I wish everyone good luck and a successful week, I will have a few requests from idecad officials, I would appreciate it if it is taken into account 2- Full automatic naming of staff, ...
In addition to the above article, I would like to make a request and suggestion, Now about calculating rib and filling loads I think we should develop an algorithm.I think the program can automatically find or find the number of ribs in the slab.From here on: Total weight of ribs=(Rib height - slab thickness) X rib width X number of ribs X rib length X concrete unit volume weight Rib load = total floor area / total weight of ribs. The same method can be used for infill material. As data entry rib tab only infill unit volume weight is entered. Then these three data (slab load + rib load + fill load) The sum gives the rib slab constant load. What I wrote above is an approximate method that can be easily calculated by everyone. The other method is easier (in terms of programming) than 1 m2 of rib tooth and area. These are studies that can only be done with mathematical calculations. I don't think there is anything here that will force the program and complicate the solution. The task of the program in the background is to find the number of ribs, the total rib length and the floor area. I guess it's already calculating the tile area in the background. In fact, in the single rib account, I think the program achieves this more difficult. But I don't know how the current single rib affects the analysis, how the logic there is established, of course. If I have any missing or incorrect information, please share. With love....."YasinTezel":3al2uqjj" said:.................... 3- Automatic laying of girdle beams in ribbed floors, ribbed floors with tie beams, as cassette flooring should be defined and the spacing of the cassette teeth in one direction should be arranged according to the slab opening. It is in our notes that this should be done automatically.
*** I DEFINITELY AGREE, I ALSO THINK THE PROGRAM MUST ALSO GIVE THE FRAME QUANTITY AND PRINT THIS IN ALL MOLD PLANS. *** ALSO, THE CONCRETE QUANTITY SHOULD ALSO BE GIVEN AND PRINTED AS A TABLE IN ALL THE OUTPUT OUTSIDE THE REINFORCEMENT QUANTITY. I THINK THESE WILL ADD + A FEATURE TO THE PROGRAM..."NYILMAZ":20qhjmup" said:In addition to the above article, I would like to make a request and suggestion; I think we should now develop an algorithm for calculating rib and fill loads. I think the program can automatically find or find the number of ribs in the flooring. From this: Total weight of ribs = (Rib height - slab thickness) X rib width X number of ribs X rib length X unit weight of concrete Rib load = total floor area / total rib weight. The same method can be done for the filling material. In the rib tab, only the fill unit volume weight is entered as data entry. Then the sum of these three data (floor load+rib load+infill load) gives the rib slab constant load. What I wrote above is an approximate method that can be easily calculated by everyone. The other method is easier (in terms of programming) than 1 m2 of rib tooth and area. These are studies that can only be done with mathematical calculations. I don't think there is anything here that will force the program and complicate the solution. The task of the program in the background is to find the number of ribs, the total rib length and the floor area. I guess it's already calculating the tile area in the background. In fact, in the single rib account, I think the program achieves this more difficult. But I don't know how the current single rib affects the analysis, how the logic there is established, of course. If I have any missing or incorrect information, please share. Best Regards....."YasinTezel":20qhjmup" said:.................... 3- automatic laying of girdle beams on ribbed floors, [ b] Tie-beam rib slabs should be defined as cassette slabs and the spacing of cassette teeth in one direction should be arranged according to the slab opening. It is in our notes that this should be done automatically.[/b]
Levent Özpak
New Member
In the program, the dead weight of the rib beams is automatically are taken into account. Only the weight of the rib teeth is not shown in the G line on the flooring. Rib tooth weight is printed in the Slab Reinforced Concrete Report. For ribbed floors, the user only enters the weight of the infill material, if any. A load type with a weight of filler can also be defined in the load library.In addition to the above article, I would like to make a request and suggestion; Now I think we should develop an algorithm for calculating rib and fill loads. I think the program can automatically find or find the number of ribs in the flooring. From here: Total weight of ribs = (Rib height - slab thickness) X rib width X number of ribs X rib length X unit weight of concrete Rib load = total floor area / total weight of ribs.
That's what I already do. I defined a separate load type and added it to the library, then a new load type is printed. I need to create a template project."Levent Özpak":3skvkkla" said:................. The program automatically takes into account the self-weight of the rib beams. Only the weight of the rib teeth is not shown on the G line on the slab. Slab Reinforced Concrete Rib tooth weight is printed in the report. For ribbed floors, the user only enters the weight of the filling material, if any. A load type with the weight of the filling material can also be defined in the load library.
HakanŞahin
Administrator
"mc_signal":2zbip1hp" said:Is there a download link for the .17 or 7.14 English demo version? When the links are available, you will be notified.
good evening everyone - which analysis settings should be used for the most economical solution? - How should the pursantages be? - Is the choice of reinforcement diameter effective on the economic solution? ** I was told that a lot of reinforcement was used in a few of my projects, for example, is 220 tons of iron normal for a 4446 m2 construction area or is it really too much?