ideCAD 6.01 Released. Download , try , give feedback .

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HakanŞahin

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ideCAD Static 6.01 program is available as a BETA 1 test version for your trials and comments. Our users can update the program on 6.0055 free of charge. You can send your findings and suggestions regarding the program to [email protected] or you can write them under this topic in the forum. Beta 2 Released on 11.01.2010. Please download from the link below and share your views.
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BETA 1 List of works done in the program: 1 New column application plan drawings 2. New column vertical expansions 3. New shear vertical expansions 4. Pile raft foundations 5. 3D terrain modeling using contour curves and free elevation points in architectural and static program 6. Well foundations 7. Column Showing all the reinforcements in the vertical expansion 8. Showing the basement perimeter walls in the column application 9. Interactive solution of the continuous foundation superstructure 10. Multi-stage calculation of excavation quantity including the filling calculation 11. Drawing the torn reinforcements on the panels 12. Polygonal curtains such as U, T, L, Calculation and drawing of equipping it as a single wall 13. Detailing and drawing the walls together with the columns 14. Drawing the basement perimeter walls as a single wall 15. Double stirrup option in columns 16. Optimization of the number of polygon column reinforcement 17. In circular columns Automatic drawing of stirrups 18. Drawing column expansion and column beam connection details together 19. Arranging type columns at once in column vertical expansion 20. Column capacity diagrams 21. Total collapse checks for well foundation and retaining wall 22. Letterheads in column drawings 23. Curtains in curtain openings drawing sprouts 24. Drawing column sprout lengths with 1.5lb or 75fi options 25. Considering assemblies in similar floor beam expansions 26. Cross-ties expansions in column and curtain wall details 27. Possibility to interfere with the scales of columns 28. Taking into account the cohesion effect on the retaining wall 29. In the field being able to define plains, areas and pits 30. Querying the elevation at any point of the land 31. Addition option in the form of pillars on the floors 32. Editing the information about the project and the company logo with the project settings dialog 33. Obtaining a column application plan on all floors with a single button 34. Reinforcement text on the expansions change font 35. Show/hide node point command 36. Show command in building tree/elements/right click/end forces 37. Possibility of re-expansion without returning to floor plans from the opening screens 38. Making the structure tree automatically collapsible and usable with all views 39 Easy access to drawings with the drawings folder under the building tree 40. Calling reinforced concrete dialogs from the pop-up screens 41. Multi-core support at various stages of the program 42. A2- A3 control and report 43. In the calculation of the stirrup length of the beams, the diameters of the existing reinforcement coming from the neighboring supports in the upper region are also included. After updating to 6.01 BETA 1, if you want to go back to 6.0055, you can uninstall 6.01 BETA 1 and reinstall 6.0055 from the full installation CD. or if you want to use version 6.0055 and version 6.01 BETA 1 at the same time, you can make a copy of the folder where the 6.0055 program is installed before updating. In both cases, you can save your project as the old version (6.0055) while working with 6.01 at any time and continue working with the version (6.0055).
 
Re: 6.01 BETA 1 Findings and suggestions Publish only your suggestions, detection and error messages regarding 6.01 under this heading.... We kindly ask you to organize your messages step by step as much as possible and write them with screenshots if necessary. ...
 
I just downloaded and browsed. First of all, thanks for your effort, it's like a new version. Let me point out 2 mistakes I noticed immediately 1. I wanted to enter a pile foundation, but when I clicked on the pile tab, it threw it out of the program. (vista ultimate 32 bit. 4 core processor) It would be nice if there are default choices for black and white backgrounds when all floors are taken in the 2nd column vertical spread. (I am working on a white background and the settings are set against a black background. When I say only the background is white, nothing is visible naturally.) This is just a suggestion for ease of use, why is it written manor mijor instead of corner edge in the 3rd Column Reinforced Concrete Dialogue? If there are things I notice again, I will continue to write, good work
 
In this version, some changes were made in the reinforcement logic of columns and curtains. Major and minor reinforcements were used instead of corners/edges in columns. In the example, you can see the expression of reinforcements in major and minor directions. Single diameter and number are now used for polygon columns (It appears as major in reports and reinforced concrete.) On the other hand, middle zone reinforcements are given as diameter and spacing, not numbers, for shear walls.
 
I tried it too and as my brother siromar said, when I clicked on the additive foundation icon, it turned itself off. other than that, good luck with your work. We review it thoroughly and give our opinion accordingly. After all this innovation, for example, when we pass two dimensions, I think it would be better if we could allow small changes without exploding the measurement block.
 
"saridurmus":3nyy1926" said:
I tried it too and siromar turned itself off when I clicked on the additive basic icon as my brother said. A message will appear saying Registry entry and settings have been cleared. Click OK and continue. I think you can enter a pile foundation when you run the program this way. You only need to do this once when you run 6.01 for the first time. Good work.
 
Hi Levent, I tried to model the pile foundation on the sample project you gave about the basement. When it goes to analysis, the pile elevations give the message that they are incompatible with the ground layer and interrupt the analysis, there is no information about the elevation in the pile data, I think it connects to the raft automatically. How to harmonize the ground layer and the piles? will we bring?
 
You need to define your ground layers according to your ground survey from the Settings->Soil Layers menu. One thing to note is that the layer elevations in this menu are defined according to the project general zero, not the raft bottom elevation. Therefore, in order to perform pile system analysis, there must be at least one or more layers covering the depth where your piles are located. The piles, on the other hand, take their elevation automatically from the lower elevation of the raft they are defined in, you just need to enter their height.
 
No changes were made in the program to cause this situation to occur while drawing the axis. *Can you post a screenshot of the "operations" page in task manager? *If you share a project with this slowdown (a project where you have a problem opening the project and drawing an axle), we can see if it's a special case. *Is the problem only when drawing axles? Or is it a general problem? * Also, can you try to open the program by resetting it with ctrl+shift?
 
I bought a colon application plan without analyzing in a project I prepared before. The spacing of the curtain reinforcements has increased considerably. In detail, the kiosks are also very exaggerated. The equipment on the columns was like curtain equipment. For example, 2 reinforcements were placed on the 40 cm side of the 40/60 column. Distributed reinforcements to 60 sections.
 
"tavekkul":jmu2n1jr" said:
I got a column application plan without analyzing in a project I prepared before. The spacing of the curtain reinforcements has increased considerably. The crossties are also very exaggerated in the details. The equipment on the columns is like curtain equipment. For example, 40/60 column has 40/60 columns. 2 reinforcements have been placed in the cm side section. The reinforcements have been distributed over 60 sections.
"Admin":jmu2n1jr" said:
Some changes have been made in the reinforcement logic of columns and shear walls. Major and minor reinforcements were used instead of corners/edges in columns. In the example, you can see the expression of reinforcements in major and minor directions. For polygon columns, a single diameter and number is now used (It appears as major in reports and reinforced concrete.) For shear walls, middle zone reinforcements are no longer given as numbers, but as diameter and spacing.
You must recalculate.
 
First of all, thank you to everyone involved. 1) When I click the Pile Foundation tab, the program crashes and closes. When we clicked on the column text, we were choosing the diameter and number of reinforcements and stirrup values together. Good luck with
 
Because the reinforcement logic in columns and walls has changed in this version, you need to make the calculation again to select the reinforcement according to the new situation. Also, if you have fixed reinforcements, you need to adjust their reinforcements according to the new logic (major-minor in columns, spacing in curtains) for once. Those who have problems with the pile foundation, open the program by pressing ctrl+shift and reset it, does the problem go away?
 
While clicking the program icon, hold down the left ctrl and shift keys of the keyboard, a message will appear saying "registry settings are cleared". (You need to hold down the keys until this message comes up, not remove them).
 
I did as you said, problem solved. Thank you so much. Can we get the reinforcement expansion of pile foundations?
 
In this version, you can only solve your pile foundations as a single carrier system integrated with the superstructure and get a pile report (pile end effects and bearing capacity control) on element basis.
 
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