What would you like to have in ideCAD Static?

I'm sure it will be very nice.. I hope the 60100 version will come with many innovations.. The projects we have done with the IDESTATİK 60054 version are welcomed in the rooms... Thank you İdeYAPI..
 
Hello there; 1) When we want to see the values related to the Column Beam Joint Shear Safety, the only method for now is to get a report. It will be more practical to show these values in the Reinforced Concrete-Column menu. The same is true for deflections of beam, floor, rib and cassette systems. I think it is important for practicality to display this information under the reinforced concrete menu. 2) Column Donations can be defined as desired by the user, apart from the 4 charts defined in the program. For example, the number of reinforcements to be placed on the short side and long side can be defined by the user. At this point, we encounter the biggest problem in the analysis of existing structures. It is not possible to define the reinforcement placement in the existing column either. 3) If the number of assembly or flat reinforcement in beams is more than the number of reinforcements that can fit in the section, the program gives a warning and the second row reinforcement is placed for these reinforcements and this is shown in the beam expansions. (At the moment, when 10phi 16 assembly reinforcement is placed on a 25/50 beam, a festive situation arises for the houses) 4) The number of stirrups in the column can be defined by the user. Copying the stirrup layout configuration and longitudinal reinforcement configuration described for a column to similar columns. 5) Drawing stirrups in circular columns. 6) To be able to define different-different reinforcement diameters for column middle and compaction zones. 7) To be able to make size optimization for single foundations. And to be able to solve singular basics by grouping. That is, the foundation size, which is determined according to the most unsuitable situation in more than 1 column, is also valid for the foundations determined in the group. Or at least automatically listing the names of foundations of similar size and reinforcement and giving these themes the same name. 8) Showing the results of the performance analysis to the user within the program without the need for a report. As I mentioned above, one of the biggest problems of the ide right now is. Many information is not shown in the program and we have to get reports many times to knit these values. 9) Under the beam reinforced concrete menu, a change made in the support reinforcements of the relevant beam is automatically made in the adjacent beam additional reinforcements of that beam. Example In continuous beam K1-K2, when K1 upper right reinforcement is changed, K'2 upper left reinforcement is changed automatically. 10) As in idecad 99, it is possible to change both the number of reinforcements and the diameter of the reinforcement by using the mouse with the help of arrows, without the need to use a keyboard. 11) Automatic creation of legend information defined by the user in the corner of the sheet when each template plan or detail etc. sheet is created. 12) Displaying the calculations and warnings about the minimum slab thickness under the reinforced concrete-slab menu. Currently, the only way to see this information is to get a slab reinforced concrete report. 13) To be able to define variable cross-section (gusei beam) for beams and to equip it in beam expansions and to specify gussets. (Linear variable or parabolic variable cross section. 14) When the floor plan is on, the floor reinforcements are shown in the floor plan as the sketch mode. 15) Obtaining inclined beam expansions. 16) To be able to define flooring from floor to floor. And slab supports can be defined by the user. 17) Ability to define the lateral area load on the panel elements ( Pressure load kf / m2 ). 18) Being able to define the field load on the slab. Turning the folded plate by defining the fold line and height of the slab placed between the beams 19) Scissors solution and drawings in its simplest form. 20) To provide load transfer by associating the stairs in the stair library with the beams in the system. In fact, I have forwarded most of the items I wrote above to Mr. Levent before. But I wanted to share this form here with other users and arge. I look forward to other users and argen's thoughts and opinions on these items. Good work
 
hello; I came to my mind then I continue to write 1) We can define linear load in different forums as we can define slab edge. Or, defining a linear load along with the slab edge while defining the slab edge. Good work
 
First of all, greetings to everyone. I met with İdecad in 2002, I got the demo version and started using it, it seemed very useful and simple to me, although it had advantages in these aspects, it had more disadvantages for me, what were these disadvantages... I was studying at the university in those years, I was a student. It is very difficult to buy a program with money, so I searched for the cracked program and unfortunately I could not find it, because it did not exist. Because it is a software protected by a hasp lock, cracking is almost impossible, so I had to part ways with idecad... I wanted to buy the student version in it. I sent a few e-mails like what should I do, but I didn't even get an answer to my e-mail. Unfortunately, even though it is a student version, there was a request for a fee.... I think the only reason why idecad is not widespread and not well known is that it does not have a fracture... Buddha I think it's related to the commercial mindset of the countries... whereas the americans are making Autocadi, put the demo on the market they leave gaps in the program so that the demo can be cracked, and even according to a rumor, they break it and serve it to the market. In this way, they appeal to home users and students and ensure that the program is promoted and widespread. they prefer to use it...however, as I said, even you sell to students for money, which is a very wrong practice in my opinion... Idea is static, the answer to the question of what do you want in ide architecture is short. maybe it will not be ethical to you, it will not be a behavior in accordance with company principles, at least leave some explanations in the program so that it can be broken... the rest will come by itself... well-being...
 
ICOND FLOOR I BELIEVE IT WILL BE MORE USEFUL IF WE MAKE IT BY ANGling WHEN MAKING INCLINED FLOORING, AND ENTERING THE HEIGHT AS IT IS IN A SLOPED BEAM. ESPECIALLY, WE DEFINE STAIRS WITH FLOORING IN A STAIR BUCKET (TO ENSURE THE FULL EFFECT OF THE LADDER ON THE BUILDING) AND MAKE MORE REAL ANALYZES. WE CANNOT JOIN STAIR ARM AND FLOORING BY ANGling. AT THE SAME TIME, WHEN WE WANT TO MAKE A PARKING RAMP WITH FLOOR, IT IS MORE USEFUL TO ENTER THE HEIGHT AND CREATE THE RAMP. THANKS IN NOW, GOOD LUCK TO EVERYONE.
 
requests Hello, In addition to my request for inclined flooring, I would like to have idecad requests: -Completion of the steel part -Improvements in beam openings (Currently, this work takes a lot of time.) -Possibility to analyze according to different codes and reports in English -Possibility to expand or contract as the curtains rise (possibility of modeling and solution of chimneys in natural gas power plants) -Possibility of analysis of masonry structures. Take it easy everyone
 
hello friends, we are looking forward to IDE 6.10. Although the program has developed a lot, we request that pool and vault reinforcement drawings be attached. We request the idecad family to provide needs such as well foundation pile foundation as soon as possible. We are tired of doing these calculations manually :))) best regards
 
Re: ideCAD 6.01 Released. Download , try , give feedback . Suggestion ; I think it will be more useful if you arrange all the drawings, especially the beam drawings, on the sheet, not from left to right, but from top to bottom, and I think that other friends will support me in this matter. Note: 6.01 version prepares drawings with only 4 layers in vertical expansions. It also layers the reinforcement size and length as reinforcement.
 
DEFINITION OF BEAMS IN DIFFERENT GEOMETRIES 1-Beams in different geometries can be defined, analyzed and drawn 2-Hollow circle, square, rectangle etc. columns should be defined, analysis and drawings should be made 3-It should be possible to define, analyze and draw beams of the guise 4-''What is it'' feature should be developed and the usage area should be increased 5-When the free, articulated beam-column combination is defined, the drawings should be displayed in accordance with this definition 6 -I made a fringe on the last floor of the building. Although the eave length is 10.95m, the distribution equipment of the program says L:12.00m. What could be the reason?
 
1-Defining, analyzing and drawing beams of different geometries. 2-Hollow circle, square, rectangle, etc. defining the columns, making their analysis and drawings 3-Defining, analyzing and drawing the beams of the gully 4-Improving the ''What is this'' feature 5-I made eaves on the last floor of the building. Although the eave length is 10.95m, what could be the reason for the distribution of L:12.00m?
 
SLOPE BEAM, INCLINED FLOOR, ESPECIALLY DRAWING Dear ideYapı officials, I don't know if it is very difficult to do these. You describe the curved element by giving elevation on the screen, but when it comes to drawing, it draws straight and iron lengths etc. are not adjusted according to the slope. A lot of updates of version 6 came out, and even 6.01 came out, which we were looking forward to, the most requested curved element drawing details still do not exist, don't you follow other programs, they have done this, we are still waiting. Instead of dealing with the well foundation, we would be more happy if you had done what I said instead. I'm asking other users from here, how do you handle the italic system drawings. If you have a formula, please describe it to us so that we don't force the ide authorities, if you are waiting like me, have a little voice. I am waiting for a date when this issue will be settled, please, it will be released in the following update. Say, you are leaving this job very vague now, with love and respect to all of you.
 
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