ideCAD STATIC V7

Re: ideCAD Static V7 New Version There is no problem in case of vertical discontinuity you show at the top of the image you added, the program provides vertical continuity through automatic link elements (forcing the node points to the same displacement), although the mesh is discontinuous there.
 
Re: ideCAD Static V7 New Version Hello; I was informed that the curtains are connected with link elements in case of vertical discontinuity and a problem-free solution is produced. We talked to Mr. Levent before. While specifying the other situation, I wanted to indicate the vertical discontinuity situation as follows; We do not have any complaints about the analysis and reinforced concrete of the shear walls, considering whether a more visually satisfactory model can be created while only examining the analysis model. Thank you for your interest and quick response. I wish you good work. Best regards.
 
Re: ideCAD Static V7 New Version Is it possible to add an option that allows analysis of existing reinforcements by keeping them fixed when analysis is performed in the new version?
 
Re: ideCAD Static V7 New Version Hello; This feature is already available since very old versions of the program. If you check the DS (fix reinforcement) box at the beginning of the elements whose reinforcement you do not want to change in the Reinforced Concrete Menu and analyze, your current reinforcement will not change. Best regards.
 
Improvements in cassette mold and reinforcement details Hello, I am really happy with the point idecad has reached over the years. In this context, I congratulate the developers of the software and wish them good luck. There is a very important issue that we would like to see in the 7th version of the program. It is the improvements to be made in the details of formwork and reinforcement in cassette floors. That is, the floor beams become trapezoidal cross-sections because the cassette formworks are vertically inclined from the bottom to the top of the floor. Therefore, the reinforcement detail should be adjusted in accordance with the trapezoidal shape, and the reinforcement and concrete calculation should also be made according to the shape in question. The picture below shows the detail I mentioned. In the illustrations, both the cassette beams and the frame beams are detailed according to the pattern. Currently, the program accepts the cassette beams and indeed the frame beams as rectangular and makes the reinforcement details, reinforcement and concrete quantities on this basis. Therefore, the need to manually revise the given drawing arises, it is necessary to revise the quantities. I think it is an important subject, it will not pose much of a problem in terms of programming and it will enrich the software seriously. Also, in general, standard cassette molds can be made automatically selectable in the program with their actual curved dimensions. Respects.
 
Re: ideCAD Static V7 New Version I would like to talk about two conveniences that I hope will be in the new version; 1- Is there any easing about the DWG export command? By convenience, I mean, for example, all drawings or selected drawings can be exported at once with their names. 2- In addition, as is known, the report contains the spreadsheets required by many chambers of engineers. However, there are reports containing certain parts of the reports that each engineer deems necessary or requested by the chamber to which he is affiliated. For example, in the optional reports section; Selecting the desired parts of each report (E.g. Building General Information and Structure Summary Information in the Explanation Information section, Floor Height Control and Floor Deflection Control in the Floors section), making it an optional report specific to the user, saving it separately, and optionally when the same sections are desired to be reported in the next project. By entering the reports section, without the need to mark these subsections one by one, I think it will be easy to print out a personalized optional report that has been prepared before in one go.
 
Re: ideCAD Static V7 New Version It would be nice to introduce the possibility of linear loading in order to enter wall load on hollow blocks.
 
Re: ideCAD Static V7 New Version issues I ask to be considered in the new version
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1-tiling in cassettes and hollow blocks In the opening details, the right and left sides of the stirrup opening are 1.5 cm, and the upper and lower parts are 1 cm. In 2-cassettes and hollow floor opening details, the details do not automatically divide when the maximum length of iron exceeds 12 meters. 3-Defining the soil load as 3d objects in the program (sloping unsloped soil) and their automatic calculation,
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4-round slope ramp floors as data input and drawing of automatic round decking iron in formwork,
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Automatic correction of reinforcement transitions in cross section changes in 5-beam detail drawings ? 115/50 assembly and flat irons pass into the 45/50 section beam in a certain amount and the reinforcement that does not pass is broken and detailed according to the carrier.
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6- in beam calculation and drawing between beams longitudinal reinforcement min. The reinforcement range is suitable according to the ts500, these are the ones that come to my mind for now
 
Re: ideCAD Static V7 New Version The possibility you have mentioned with number 5 is currently available in the program. In the reinforcement configuration selection in the beam reinforced concrete menu, turn on the partial reinforcement transition option. It would be better if you could elaborate on the item you wrote with 6. We thought about taking the soil load automatically from the 3D terrain data, but since this method would be open to the engineers to make mistakes and would not be very useful (it would be a problem to control the transferred loads, it would be more logical to define the lateral load directly instead), we chose the way of defining the soil load directly.
 
Re: ideCAD Static V7 New Version Hello. 1) Ability to see the deflection values of floor, rib and cassette beams in the reinforced concrete dialog tab (as in beams) 2) automatic division of rib beams exceeding 4 meters (or a measurement value that we can determine by ourselves) 3) the minimum required in errors such as the floor thickness condition given in geometric control is not met It would be nice if the slab thickness value is given. 4) The raft basic miter length does not exceed 50cm. On the basis of 100 cm, a miter length of 50 cm is obtained. (I wonder if I'm making a mistake) 5) Reinforced concrete calculation and drawing of the dome and vault structures (Otherwise, analyzing the dome and vault structures together with the structure will not have much importance.) Take it easy.
 
Re: ideCAD Static V7 New Version Hello, solution of ribbed and cassette slabs with finite element method Good work
 
Re: ideCAD Static V7 New Version I wish you good work. My suggestion is about polygon columns. We have to enlarge the columns, which are created by specifying a closed area and converting to a polygon column, when we do not save capacity on the lower floor. In this state, we create a polygon column by pulling out again and enlarging the closed area a little more. I would appreciate it if there was a simplification on this subject.
 
Re: ideCAD Static V7 New Version
"dester":1wkdku7i" said:
I wish you a good work. My suggestion is about polygon columns. You have to enlarge the columns created by specifying a closed area and converting to a polygon column command on the lower floor as it does not save capacity. In this state, we draw again and create a polygon column by enlarging the closed area a little more. I would appreciate if a simplification is made on this subject.
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Change/Object Edit/Column/Column trim You can enlarge or reduce the desired edge of the polygon columns with the command.
 
Re: ideCAD Static V7 New Version
"levent":26d5okr0" said:
Hello, Finite element solution of ribbed and cassette slabs Good work
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Hello, finite elements of ribbed and cassette slabs in V7 1) Rigid diaphragm, 2) Semi-rigid diaphragm, 3) Without rigid diaphragm solutions have been added.
 
I would like to talk about two conveniences that I hope will be in the new version; 1- Is there any easing about the DWG export command? By convenience, I mean, for example, all drawings or selected drawings can be exported at once with their names. 2- In addition, as is known, the report contains the spreadsheets required by many chambers of engineers. However, there are reports containing certain parts of the reports that each engineer deems necessary or requested by the chamber to which he is affiliated. For example, in the optional reports section; Selecting the desired parts of each report (E.g. Building General Information and Structure Summary Information in the Explanation Information section, Floor Height Control and Floor Deflection Control in the Floors section), making it an optional report specific to the user, saving it separately, and optionally when the same sections are desired to be reported in the next project. I think that it will be easier to print out a personalized optional report that has been prepared before, without the need to mark these subsections one by one by entering the reports section. Can automatic foundation sizing be done with the optimization feature for foundation solutions? Good work, happy holidays...
 
Consider the new version features as limited as we explained in the announcement. Even if it is not made to the first version, every request made to the forum is evaluated by us for future use. However, we do not respond to all of them as we will/we will not do or we will do this version. :) Happy holidays...
 
Wouldn't it be nice if there was a system that allows us to enter masonry walls on the last floor of multi-storey reinforced concrete structures, if it automatically transfers the masonry wall loads to the lower floor as linear loads, and performs a complete analysis :P is it too much?
 
"Oznb" said:
wouldn't it be nice if there was a system that allows us to enter a masonry wall on the last floor of multi-storey reinforced concrete structures, it automatically transfers the masonry wall loads to the lower floor as a linear load, and performs a complete analysis :P is this too much...[/quote It is statically inconvenient. I wouldn't recommend it at all. In the Erzincan earthquake, I saw many damaged and destroyed 5th floors built in this way.
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