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Dear Users, version 8.62 is available. You can download the program from the following link: Dear Users, You can download the 8.62 version from the following link:
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Note: Upgrading from versions 7 and earlier to 8 requires license renewal. For detailed information, you can get information from our Bursa or Istanbul office. ideCAD Static 8.62 Jobs Completed: 1. The program crashes when the coating is defined and analyzed. Fixed. (Turgay Durmuş's project) 2. If the ide7 projects are opened at ide.85 and the scaffold is entered, the slab loads are incorrect and all of the sections looked inadequate. Fixed. 3. If TÇY is selected as the regulation for steel, earthquake combinations were missing in loading combinations in GKT and YDKT. Fixed. 4. When the console was added to the purlins, the deflection upper limit value and the deflection of the element were calculated incorrectly. Fixed. 5. When the Scissors Purlins were not included in the analysis system, the purlin results were not formed properly, the deflection was not calculated. Fixed. 6. In the project, steel drawings could not be obtained properly without removing the reinforced concrete elements. Fixed. 7. The program would break if mirroring was performed by selecting the cross member and its combinations. Fixed. 8. It was not opening and breaking in a project. Fixed. (Beta - Barış Özdemir) 9. Incorrect clear clearance was calculated while deflection control was performed in the project. Fixed. 10. When the data was entered with the hall macro, there was a deficiency in the loading combinations. Added. 11. There was an error in the deflection calculation of the steel purlins. Fixed. 12. Elements appear to be overlapping in the overlap check even though the column-beam is connected using a welded joint. 13. In some projects, analysis could not be performed when artificial column combinations were modeled between columns. Fixed. 14. Steel design options If TÇY GKT is selected, the combination containing +0.525Ey was missing from the loading combinations. Added. 15. Measures were taken against program crashes in a project where the truss was deformed. 16. In steel elements, the deflection limit was overestimated compared to 8.504. Fixed. 17. The clearance at the deflection boundary was not taken as expected in the secondary beams divided into secondary beams. Fixed 18. The full body column was displayed incorrectly in the analysis model. Fixed. 19. In the box profile column, the K value was calculated large. Fixed. 20. Analysis results of lovers were grayed out. Fixed. 21. When I transferred the C-shaped curtain to the CSICOL program, the figure appeared unexpectedly. Fixed. 22. Precautions have been taken for program crashes when retrieving steel drawings that appear in a project. 23. It took a long time to create the scaffolding drawings. Accelerated (beta forum Basri Akyıldız) 24. The program was closing when a merger Report was received in a project. Fixed. 25. In a project, the program was breaking when the status floor was deleted. Fixed. (beta group Suat Yıldırım) 26. There was a missing Ace warning in raft reinforcements, but there was no warning in the report. Fixed. 27. Blank lines were appearing in the Customize/Customize shortcut/Settings script. Removed. 28. Links phrase that appears in idetotekla Turkish exe has been changed to Joins. 29. When the length unit was changed from m to cm in the retaining wall and well foundation report, the existing As unit was also changing. Fixed. 30. 'Change object layer' was not available in the drawing window in the ribbon menu. Fixed.(forum-mkrts88) 31. Zoom commands added in Ribbon menu. (forum-aydın) 32. ideCAD Static About was displayed in the about section in the upper right corner of the Architectural ribbon menu. Fixed it to appear about ideCAD Architecture. 33. A link was being made from the low-level BP07 basement curtain to the nodal point of the upper beam. Fixed. (say beta isa) 34. It was not possible to enter the tile in the place marked in the attached project. Fixed. (Beta grub-Basri Akyıldız) 35. ideCAD Wrep All scan types were not working by entering polygon. Fixed. 36. The area could not be determined with the Area command in ideCAD Wrep. Fixed. 37. Unable to click second point in ideCAD Wrep offset command. Fixed. 38. In the project, after converting the spring elements to the curtain, ctrl+z was thrown out of the program. Fixed. 39. While analyzing a project, the program was closing. It has been fixed. (Fatih Caliskan's project) 40. In a project, the borders of the D01 tile marked in the picture were formed incorrectly. Fixed.(forum-yunussacikk's project) 41. In the last 3 mods in a project, the effective R mass was getting negative values. Fixed. (Beta group-Isa Sayın) 42. When you select the raft tile and click on the 'Draw Similar Object' line from the right-click menu, the program switches to the mold plan mode. Fixed. 43. The unit of the wall load of the beam indicated in the information box was incorrect. Fixed. (Selahattin Bektaş) 44. When we clicked the tile and raft tiling command in a project or tried to enter the properties of existing tiles, the program would break. Fixed. (Kübra Ay's project) 45. When loading a project, the program was closing. Fixed. (Suat Yıldırım) 46. In one project, vertical continuity was not provided between the 3rd basement and 2nd basement floors in the bulkheads between S7-S14 columns. Fixed.(forum-furkizbey's project) 47. A project was opening very slowly. Now it boots normally. (Hakan Güvengiz's project) 48. The 'Filet' and 'Chamfer' commands could not be accessed in the ideCAD Wrep program. (Beta Grup-Basri Akyıldız) 49. It was not used in soil stress control of 0.9G+E(Earthquake) loads. It had to be used. Fixed. (Erdemli Proje-Melih Bey) 50. When the Reinforced Concrete Design results are displayed in the Perspective window, clicking on INSUFFICIENT (red) shell elements (curtain and raft) did not open the reinforced concrete menu. It has been fixed. (Beta Grup-Basri Akyıldız) 51. In Example_2 project, after the basement floor D05 - ground floor D04 tiles were created, the geometry of these tiles would be distorted when entering and exiting the properties of any slab. It has been fixed. (Beta Grup-Basri Akyıldız) 52. In a project, the meshes of the RD02 raft flooring were not formed. Fixed. 53. Although there was no warning for the B(Joint Shear Safety) problem in the column reinforced concrete dialog and in the report, it was giving a warning in the Analysis model. Fixed. ( İlker Abbas Kargın, Ünver Özcan) 54. TA-TB values were printed incorrectly in the newly added Analysis Settings Summary Report. Fixed. (Basri Akyıldız-Beta Grup) 55. It was not possible to delete raft flooring reinforcement axles in the ribbon menu. It can now be deleted. 56. When we received the mold plan, the Mold/Foundation Plan Section command was not visible in the ribbon menu. Fixed. (Forum-Erhan Mollaoğlu) 57. There was inconsistency between the poses of the longitudinal reinforcements of the circular column. Fixed. 58. Beam lines were not visible in sections enclosed in a revision cloud in a project. It is now visible.(forum_aydın) 59. There was a display error of the tread depth condition in the Rib Floor Preliminary Report. Fixed. (Erhan Mollaoğlu's statement) 60. In a project, the punching force and punching strength were not calculated in S39-S40 columns. Fixed. (Ömür Yüksel's project) 61. In some projects, foundations on different floors were connected to each other with rigid arms. Fixed. 62. Live loads entered into the raft flooring were not taken into account in the foundation solution independent of the superstructure. The substructure took into account when the superstructure dissolved together. Fixed. 68. Although the Ø12 diameter selection was canceled for the body reinforcement on a continuous basis, Ø12 diameter was selected when opened again. Fixed. 63. In the classic menu layout; Draw reinforced concrete calculation axis, linear slab load and point slab load commands have been added to the Draw>Object>Rate foundation menu. 64. Move raft slab writing, draw reinforced concrete calculation axis, edit reinforced concrete calculation axis, change reinforcement calculation axis geometry commands have been added to the raft basic toolbar. 65. In a project, when I opened the project, deleted the floors and reopened the project, the program was closed. Fixed. 66. In the Ribbon Office 2007 Black Style selection, the layer names were written in white and the text was not visible. Fixed. 67. Delete all floors except the ground floor in a project, click the OK button, the program was closing. Fixed. 69. The curtain finite elements were getting longer in a project. Fixed. 70. In a project, the program was breaking when getting the symmetry of all objects on the perspective screen. Fixed. 71. In a project, raft foundation finite elements were formed incorrectly in the direct connection method. Fixed. 72. The analysis menu on the tab in the ribbon was made in the same order as the analysis menu on the reinforced concrete tab. ideCAD Static 8.61 Possibilities: 1. Ribbon Menu layout has been added. The ribbon menu can be selected from Settings/General Settings. 2. Reinforced concrete calculation according to ENV 1992-1-1 Eurocode 2, taking into account the in-plane stresses of shells, shear walls and floors (semi-rigid slab reinforced concrete calculation according to the new regulation) 3. Semi-rigid diaphragm analysis system was redeveloped in accordance with the 2017 earthquake code. 4. Fixed issue with finite element meshing of floor tiles and curtains. 5. Added steel railing. 6. Added steel ladder. 7. Model transfer to Tekla program was provided. 8. Added the ability to collect union reports in bulk. 9. Added unification summary report. 10. Added listing of combination deficiencies on the first page of the report. 11. As in Tekla, the 'clip' feature has been added in 3D on the perspective screen. 12. User defined downloads are now printed in the Downloads and combinations report. 13. Transfer to Sap2000 program has been added again. 14. Fixed some problems with connecting inclined slabs to columns and curtains. 15. Beam, column steel etc. PMM, slenderness ratio etc. in design dialogs. all ratios can be sorted from largest to smallest or from smallest to largest by clicking on the table title. In the 16. Shear reinforced concrete dialog, the Select button has been added as in the column reinforced concrete dialog. 17. It has been shown as an option in the stair formwork plan. Cross-sections of the stairs in the formwork plan can be taken. 18. Added the ability to move structures in 3D perspective. 19. Raft and raft edge command added. 20. Beam, slab edge, raft, etc. Removed the requirement to change architecture mode-pattern plan mode or vice versa when entering. 21. Improved ideCAD Wrep possibilities. 22. Drawings and transitions between floors have been simplified. Capables Made in ideCAD Static 8.504: 1. Element design with TS EN 1993-1-1 Euro code 2. With TS EN 1991-1-4 Euro code Wind loads calculation 3. With the New Steel Regulation 2016 published in the Official Gazette, Design of Elements and Steel Joints 4. Scaffolding Macro 5. Cover joint for Box/Pipe profiles 6. Joint with stiffened butt plate for weak direction 7. Truss plate joint 8. Box/ Front plate truss joint for tubular profiles 9. Seated truss joint 10. Crane joint 11. Lower plates can be angled in ridge joint 12. Separate layer for secondary steel beams 13. Cantilever element combination has been made more suitable for cranes. 14. Work was carried out to create plan drawings, point details, facade drawings in steel drawings, and to reduce interference with simplification in steel drawings. 15. Steel column-single foundation drawings 16. Length, weight etc. given in the layout table in the steel drawings. displaying the units of the values 17. The self load of the composite slab was not transferred to the system. Transferring. 18. Since metal floors do not exhibit rigid diaphragm behavior, the program does not create a rigid diaphragm for them. 19. Possibility of On/Off purlins in 3D Filter 20. Modeling of rafter raft foundations according to finite elements together with beam, plate and superstructure 21. Making raft foundations by defining a continuous foundation only from the outer frame 22. Monitoring moment shear force diagrams of continuous foundations without visualization 23. Continuous foundations Modeling as T beam 24. Beam-beam, continuous foundation-continuous foundation, panel-beam etc. In divisions, the element division algorithm has been improved according to the carrier-bearing element relationship. 25. General improvements have been made to column-foundation beam connections for continuous foundations. 26. The flooring under the columns in raft foundations seemed to be cut visually. Now it looks whole. 27. Giving controls in the retaining wall reinforced concrete dialog 28. In the column reinforced concrete dialog, reinforcement deficiencies were not shown in red, they are now displayed. 29. According to version 7, rib beams were not shown in the cross section of the formwork plan. It is now showing. 30. In the Risky Building Analysis, polygon column dimensions appeared as rectangles in the critical Floor column limit values report. Adjustments have been made for circle and polygon column dimensions. 31. The beamed raft was basically perceived as negative stress by printing negative G and Q in Reports. Absolute value is now printed. 32. When a rigid diaphragm is detected, a warning is given as Rigid Diaphragm-1 Rigid Diaphragm-2 instead of RD1 RD2. 33. The Risky Building Analysis command has been added to the Analysis menu. 34. Gradient background color selection 35. ideCAD Wrep 8 36. 3D Printer model output capability has been improved. Availables in ideCAD Static 8.103: 1. Ability to enter purlins for columns in addition to reinforced concrete beams 2. Changing secondary beam combinations as a group 3. Assigning different textures and materials to purlins 4 Dimensioning is done on flat plates in the drawings 5. Angle use in cross-end connection is optional 6. When metal or other material flooring is desired to be used, steel and other materials can be selected as material from the static sub-tab in the properties section 8. In single-surface scissors that do not form a plane, one hanger for all scissors at once group is entered. Options Made in ideCAD Static 8.1: 1. Crane modeling and calculation has been added. 2. Composite beam modeling and calculation has been added 3. With the hall macro, the modeling of industrial type structures has been accelerated 4. Adjustments, improvements and accelerations have been made in navigation and flight mode on the 3D screen. 5. Selection processes in 3D screen have been accelerated, intersection selection mode has been added. 6. Welded joint working on all profiles has been added. 7. Hexagonal and octagonal hollow honeycomb beam calculation has been added 8. Circular hollow beam calculation has been added 9. Modal analysis with Ritz vectors has been added. 10. Arrangements have been made in object grouping (selection groups), the right button has been made easy to use from the menu. 11. Added join command that works on lines and steel elements. 12. Added the ability to draw elements with full body in the analysis results visualization. 13. Added the ability to display deformations with a colored scale in the analysis results visualization. 14. Added optional "hot zone scale" in analysis results visualization. 15. Added a feature that shows the location of the problematic node on the 3D screen, in case the analysis cannot be performed as a result of the system matrix not being reduced. 16. Added the ability to enter quick joins by clicking on one end of the steel elements. Options Made in ideCAD Static 8.029: 1. Tension bars are taken into account in the purlin calculation. 2. Welded joint has been added. 3. If the column reinforcements come out more on the upper floor, they are automatically equalized on the lower floors. 4. Added visualization of critical wall height to reinforced concrete visualization options. 6. The hooks of special earthquake crossties are drawn in a staggered manner. (A. Hardallı) 7. When the + sign is clicked on the building tree, the bottom lines do not appear. It opens. 8. The vertical loadings for the raft foundation are now visible on the 3D viewing screen. (Erdemli ) 9. In the elective report, steel materials are published under the heading of material information. 10. Scissors can now be given minus elevation. 11. When the beam is checked for conformity torsion, the beam torsional stiffness is now set to zero. Features Made in ideCAD Static 8.028: 1. I profile column foot 2. Strong axis column foot 3. Rigid column foot on both axes 4. Rectangular plate tube profiles 5. Column feet for circular plate pipe profiles 6. The report number is no longer printed in reports other than risk building analysis reports. 7. Analysis settings summary information report is made. 8. Reinforced concrete design and analysis settings report was made.