ideCAD 6.01 Released. Download , try , give feedback .

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In the analysis section, I enter the index values in the floor parameters. Then, when I open and close the floor general settings dialog (even if I close it by saying cancel), the index values that I have entered in the floor parameters are deleted. What should be the minimum column length for multiple stirrup design in columns and if there is a possibility to make more than 2 stirrups, how will we do it? Good luck with
 
Unable to access .chm file from help/content tab after 6.01 update. Can you show with an example how damping and spring elements are entered with terrain modeling?
 
When I analyzed and went to drawings in 6.01beta, the stair plan did not appear in the floor view, but when I took a section, it appeared in the section. I get the values and drawings as a result of the calculations, but only the outer contour line has occurred in the floor window, this is why.
 
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Mr. Güray, copy the chm file in the rar file you will download from the link above to the program folder. However, the help file has not yet been updated for 6.01. Current for 6.0055... Switch to architectural plan mode to define terrain. Click the Draw /Objects/Terrain Land command. Enter the points of the terrain using the coordinate box and the elevation line in the auxiliary toolbar. For damping and spring elements, you can look at the help file I gave the link of. Search for dampers and springs.
 
"saridurmus":355l779d" said:
I get the values and drawings as a result of the calculations, but only the outer contour line appeared on the floor window, this is why.]
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When you save the ladder file to disk and place it again, it appears on the plan. I attach the file to the message. You can use the file I attached as well. You can do the same.We will also examine your project file.
 
"insmuh_gk":2ehl1vkq" said:
can you show with an example how damping and spring elements are entered with terrain modeling?
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Dear insmuh_gk, switch to 3D frame mode and mark the node points from the result tab in the "structure tree" and make them visible. You select the node with the mouse, right-click on the damper from the "structure tree" and say "add damper" to activate the command. The same goes for springs and other elements in the "structure tree".Roughly for terrain Let me describe , Go to Architectural mode and click draw / objects / land / land to determine the terrain polygon first. Double click the terrain polygon you have drawn to enter its settings. Here you can interfere with the z values of the elevations. draw / objects / land / below Plato : In the land Creates a polygonal plateau Space : Creates a polygonal space within the land Sub Region : Creates a Sub Region Elevation point : Brings the clicked point to the desired elevation Elevation line : Draws Brings the points on your line to the quota you want. You can find commands. Friends from ideYAPI make more detailed explanations. Take it easy.
 
6.0053 was installed on my computer. I wanted to download and install 6.001, but it had to be installed on 6.0055. First, I uninstalled 6.0053 and then installed 6.005, and when I wanted to install 6.001 on it, it gave a message that the old version of the program could not be found.
 
Hello, you wrote that you have installed 6.0055, but I think that 6.0055 is not fully installed. Because the installation program is written to recognize the old versions installed before. The only condition is to operate on the same language and program name... It can update on Turkish static, Turkish static. Also, you cannot update the program on the demo version... Re-download ideCAD Statik 6 ver 6.0055 from the link below to confirm that the process is in full flow.
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You will see the message that the installation is complete with heads on your screen; You can also check if ideCAD Static 6 is available in the add/remove program section of the control panel. Then you will be able to update to 6.01. As we predicted, you should be able to successfully install the program in this way. If necessary, we can also support you by remote communication. Let's try and see the situation... Take it easy.
 
Good luck, first of all, about the Beta version: 1- While defining rib floor beams; when it exceeds 400 cm in the running direction, the issue of a transverse rib beam in the middle is solved on the tape (as in 6.0055). Can the rib size be written (above this curved line)? (eg: N15/32) This will be clear to the mold masters. Also, can the calculated type rib beam appear on the mold plan with a different drawing? 3- It would be better if the "maximum number of reinforcements" to be placed in a row according to the beam width and reinforcement diameter is checked. 4-load library should be enriched.. It would be better to have a rich variety for different hollow floor space filling elements, Styrofoam, brick, pumice,....etc load? What should I get the window load?.... Also, can I add live load related loads to the live load library for vehicles heavier than 2.5 tons and heavier like trucks? For example, if a loaded truck can go on the floor of the basement floor at the same level as the road. load Q:? How can we influence the vibration? 5-Can a table be placed on the right button regarding the selection of the corrosion factor? What is the multiplier if the building is close to the beach and the outdoor environment is humid for most of the year? 6-I couldn't see the pile foundation detail drawing! 8-It was very good that the report could be taken in .pdf. The way it was in the form of explanation made the work of the controls easier for us, of course. I have a request in the report; 9-For example, in the report, "Strong colon control" is explained very well with the figure, but can an item in parentheses such as the relevant article (eg TDY 3.3....) be added here? I think that would be great. This "related article" note can be added to the end of the subject headings in the index. Thank you
 
Clicking the pile foundation icon would close the program. fixed. There are two issues that caught my attention when double stirrups are selected in 1-columns, the pose of the 2nd stirrup becomes -1 2-hook length is 10 cm
 
Colon application work is very nice. Aesthetically, the work is beautiful. If we could get an introduction to the oblique beams now :mrgreen: that would be nice too. The reinforcement drawings on the plan (in the column application) are very small. The situation of arranging the new column reinforcement is also good. The ability to hide the building tree is nice. Column/curtain size details are nice. The slant laying thing is troublesome. There must be a new form of definition. it can be in the form of left / right / top / bottom elevations. inclined floor reinforcements should be able to be drawn obliquely in order to emphasize the difference. If it is not necessary to reprint the names of the beams divided by the floor edges and the inserted beams, the lift plan makes it look very crowded.
 
First of all, I would like to thank you for your work and wish you good luck and hope for more improvement. I installed and studied it. column vertical expansions and curtain openings are very nice. The letterhead event is nice, but our own logo cannot be added to the letterhead and its colors do not change, and the letterhead is not placed on other sheets (pattern base etc). In addition, pile foundation and well foundation do not work, the program closes itself even if I clean it. The terrain module has been great, but it would be nice if the terrain thickness was entered. The structure setting is well thought out and the automatic opening and closing is also very good. Show node open was the command I've been waiting for a long time.
 
Letterheads are files with the standard .blk extension. You can add new title blocks or replace existing title blocks with the paste from file/copy to file command. Examine the "Annotations" folder under the program installation. If you enter the terrain properties and select the floor option and give the floor a thickness, it will be created as you want.
 
The subject that I care most about is the development of software, because time quickly creates new needs and wears everything out in a very short time. As far as I can see, thanks to its corporate structure, IDEYAPI makes its development continuous. Here, I see the most important difference and superiority of IdeCAD from other similar programs. There is not a single person but a team before us, thinking, developing, developing... Many important changes were presented with its 6 versions. The interface and traceability of the program are incomparably advanced with similar software. However, of course, the software may also have deficiencies... The important thing is that the development is continuous... The users demand development... Thanks to IDEYAPI.
 
When transferring the drawings to autocada, two + signs appear on top of each other instead of the fi symbol. why is unknown. This fi problem also happened in the first release of version 6.
 
"dabanlio":b034psm5" said:
The subject that I care most about is the development of software, because time quickly reveals new needs and makes everything obsolete in a very short time. Here I see the most important difference and superiority of the program from other peer-reviewed programs. There is not a single person, but a team, thinking, developing, developing ... Many important changes were introduced with version 6. The interface and traceability of the program, precedent It is incomparably advanced with software. However, of course, the software may also have deficiencies... The important thing is that the development is continuous... The users demand development... Thanks to IDEYAPI.
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I completely agree with you. Institutional behavior is also very important. Individual success is only as much as a person's capacity. ide exhibits corporate behavior. However, our public institutions Our company has not caught this corporate behavior yet.
 
In this version some changes have been made regarding the handling of fi symbols. (In order to use fonts other than the symbol font as reinforcement text). The dwg export part has not been adapted to these changes yet. (A symbol that requires special handling since the Fi symbol is not found in standard fonts).
 
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