What would you like to have in ideCAD Static?

It is nice that the horizontal reinforcements on the curtain are 12m tall. During the application, the reinforcement is processed after hammering a surface of the mold, which is not a difficult situation, except if it is considered for the convenience of the craftsmen. We do not waste reinforcements, we do not throw reinforcements as much as the differences in overlap lengths. I think this is still beautiful.
 
Re: ideCAD 6.01 BETA2 Update.. Try it, give your opinion... In order to draw non-perpendicular (rising at a certain angle) columns from the perspective window, defining the axis in the z-direction makes column entry easier.
 
Re: ideCAD 6.01 BETA2 Update.. Try it, give feedback... hello idestruct family; As it is known, the ground interactive solution of the building is important in bad floors. But in order to do this in idestatics, we have to choose either matte raft (non-beamed raft) or continuous foundation. We cannot solve rafter raft foundations interactively with the superstructure. my request is to add the feature of solving beamed raft foundations with FEA analysis like beamless rafts. There have been very good developments in idestatics in recent years. Thank you to all those who contributed. With the addition of this feature, we will be further than the equivalent programs. I would like to thank you in advance. And we look forward to adding this feature.
 
Re: ideCAD 6.01 BETA2 Update.. Try it, let me know... hello, is it possible to enable naming option in rib and cassette section in tiles section in automatic naming of objects. We generally use 3 types of flooring in large projects, floors: D101 Ribs: N101 Cassettes: KD101 It will be easier if this feature is added.
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With these developments, I think it will have gone much further, 1-Non-linear pushover analysis 2-Non-linear time definition calculation 3-Moment-curvature relationship for any selected element (which can include different models such as city and park, Saatcioglu models) 4-Plastic joint properties and user definable feature of plastic joint length[/b]
 
Everything we wanted has been accomplished so far. What we lack is tunnel formwork... TUNNEL MOLD SOLUTION and DRAWING should be included in the program.. If the interface is bad, transitions are difficult, but our user should not choose another program just because there is no TUNNEL MOLD. This hurts me. We're late.. Another program took up that issue and used it. Now we are behind for TUNNEL MOLD and the use of wire mesh in the project... PLEASE......
 
Dear babisko_fet, You can model tunnel formwork projects in our program. All possibilities are available in our program, including wicker or normal flooring drawings, applications, panel vertical expansions, panel-panel and panel-column intersections, opening door/window spaces in panels, modeling of panels according to finite elements. Except for the use of mesh reinforcement in the panels, all of these possibilities can be applied fully and completely. You can review the sample drawings on the "drawings and details" page on our website:
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Good work...
 
Due to my job, almost all of my projects are buildings with a Building importance coefficient of I=1.4. For this reason, the live load coefficient should be taken as 0.6. Somehow, this live load coefficient automatically changes to 0.3 after a while. I request this issue to be fixed. Good luck in your work.
 
1- I wish the ends of the panels could be dented separately (like beams). 2- I wish there was an option that allows the expansions of selected floors to be taken instead of multiple floors in column expansions. 3- I would like to be able to define beams of variable cross section.
 
It would be nice if the possibility to define variable cross section beams and slabs is added. I am sending a slab sample with a changed section in the attachment. The initial thickness of the 2.5 m slab is 20 cm, and the end thickness is 15 cm. I also solved two other systems separately. One of them has a fixed floor thickness of 20 cm and the other is 15 cm. Those who want to mix can examine the results.
 
Mr. Hakan, Maybe it will be a bit like repetition, but I want to repeat it to remind you. 1- When will we be able to use pushover analysis again? 2- I want to build a pile retaining wall. Good work Suat
 
Hello, It would be very good if the beam expansions of the inclined beams can be taken as oblique. Likewise, while drawing the column length sections of the columns to which the inclined beams are attached, it is useful to show the inclined beams. In my opinion, the axis lengths of the reinforced concrete calculation axles should change automatically due to the slope in sloping floors. Best regards
 
1) First of all, I would like to emphasize that pushover analysis is very necessary for us in retrofit projects. Therefore, we expect 4-stage pushover analysis requests to be realized as soon as possible. 2) Adding the ability to enter wall load on the connection beams when desired. 3) Of course, the solution of steel and wooden ceilings with reinforced concrete columns in the same project, thank you
 
I think it would be great for us if the following features could be added to the program. 1) Different R behavior values can be defined for different diaphragms on each floor. 2) Heat calculation. 3) Gradual calculation of construction stages. 4) P-delta Analysis. 5) Wooden or steel snap roof. 6) Reinforced concrete foundation steel column steel truss or reinforced concrete foundation prefabricated column prefabricated beam or reinforced concrete foundation prefabricated column steel truss. 7) Earthquake regulation compliant structural design. 8) The ability to enter hydrostatic loads into the basements of buildings. 9) Macro programming with interface support should be included in the program and users should be able to master the program through this language. 10) Sap2000 v12 also offers live option. 11) Masonry structure design. 12) Putting the ladder into our model and doing the structure+stair analysis together. 13) Optimization possibility for all Basic variants. 14) To be able to give the value of the upper right level and the upper left level to the curtains. 15) To be able to narrow or widen the desired elevations on the curtains. 16) Solution of beams descending from floor to floor at a certain angle. 17) Beam and Floor Deflections can be seen and controlled from the Reinforced Concrete menu. 18) Option to automatically set the column growth limits on other floors when applied on a column in a single floor. 19) Variable section beam solution, arch beam solution. 20) Variable section slab solution. 21) Automatically throwing the mold sections together with the mold plans. 22) Displaying the values related to Column Beam connection shear safety in the Reinforced Concrete - Column menu 23) 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 displayed in the beam expansions. 24) To be able to make size optimization for single foundations. And to be able to solve singular basics by grouping. 25) Showing the results of the performance analysis to the user within the program without the need for a report. 26) Under the 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. 27) Displaying the calculations and warnings about the minimum slab thickness under the reinforced concrete-slab menu. 28) To be able to define the area load on the flooring. 29) Defining linear load in different forums as we can do when defining slab edge. These are the ones on my mind for now I wish our wishes to shed light on the idecad family
 
Re: ideCAD Static 6.2005 Update (19.07.2010) Hello First of all, thank you to everyone who contributed. IdeYapı is progressing rapidly on its way to becoming better and is completing its existing shortcomings. I will have some criticisms and suggestions in this regard. In my opinion, there is a mistake made like this: We say that we are building ALL KINDS of pools, stairs, domes, vaults we want at the moment in the Ide building, but I bet that no one has made a project using any of these facilities and passed it through any institution. We say that we are doing pool analysis, but we cannot use it because there is no reinforcement calculation in the reports. The same is true for the dome and vault. In addition, the dome and vault are always placed on any system, but we cannot do this either. We say that we do a staircase analysis (even a fantastic staircase), but we cannot analyze the most common staircases, such as the most commonly used double-arm staircase or helix staircase. because we cannot define a curvilinear axis. Wouldn't it be more useful if he could analyze the most frequently used models (5-6 types), especially in pools and stairs, and give reinforcement calculations in their reports instead? I removed the pool, vault, dome elements and analysis buttons from the toolbar. Because I never use it. We say that we are making an inclined slab without beams, but we cannot fit another slab on the slanted slab we made by angling. I mean, for some of the features you've developed with so much effort; It is more important to be able to do specific and most general things than to say we can do everything and do nothing. Some of my requests 1) Please find a solution to the index part of the floor parameters. Either the program defines it automatically (like B, Z, 1,2.. in the most general form) or we can define them without copying layers. I'm tired of noticing this while taking the drawings and making arrangements in every project and going back to the beginning. At least, the program will warn us about this when we start the geomatric control or analysis. 2) Let the program automatically determine the multiple stirrups in the columns, or let's set a value for the long side as in the beams, and the columns that pass this will be automatically dissolved into double stirrups. 3) The possibility of hydrostatic loading on the curtains so that we can make the pool in the model we want. 4) After the analysis, we can't find enough results about the elements in the reinforced concrete section. We can view values such as deflection and buckling in beams from the reports section. We can see the values by getting a report for the beam joint shear safety control of the columns. It would be much better if we could reach such values more quickly. 5) Arranging the drawing of floor plans of structures with slab spaces. 6) Possibility to define beams to the open side of the polygon U column. These criticisms are purely well-intentioned. I am writing these because I want the program I use as an ide build user to be the best among its competitors. Thanks again to everyone who contributed. Take it easy everyone.
 
background color and tiles tiles are formed the same as the background color, it would be nicer if different colors were assigned to the tiles as in the 3d image for visual appeal and they were independent of the background color.
 
When entering the soil properties; We enter the bed coefficient and safety stress from the analysis settings, the soil group from the report settings, and the soil class from the structure tree or during the analysis... it would be better to enter all these values from the analysis settings section. Do the wall loads given for beams change in case of different storey heights or do these values for 3 m storey heights... Now that we can model dilated structures, we should be able to choose different R values and ductility levels for these structures. In addition, the periods of these independent structures are calculated separately and given in the calculation report.... "Continuous foundations in dilated structures In structures separated by dilation, continuous foundations can be defined to include columns close to each other. Columns covered by these foundations are connected to each other with rigid arms and are automatically included in the system. Continuous foundations can be defined along the span to cut the dilation joint, or they can be defined to include columns separated by dilatation across the width. I quoted the ide's help file. How can we implement this...
 
Hello there; I think it will answer your question about modeling of continuous foundations in dilated structures. "Orange colored elements are rigid connectors that connect columns and foundation beams"
 
"cassabotanic":2ciyb395" said:
the periods of dilated structures are calculated completely independently of each other anyway.
can you show this in an example project... the shear ratios to be calculated for dilated structures are also important... that is, independent according to earthquake regulations. calculation is required.
 
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