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Turkish HakanŞahin
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ideCAD Static 6.01 program is available as a BETA 2 test version for your trials and comments. You can send your findings and suggestions regarding the program to [email protected] or you can write them under this topic in the forum. We would like to thank all our users who reviewed the previous beta version and shared their opinions with us. You can download the full cd content of the program from the link below. List of works done in the program: 1. The problem of breaking when clicking the pile command no longer occurs (from the forum) 2. The problem of fi symbol encountered when importing to Autocad has been fixed. (forum to mhanifata, sardurmuş, msa78 etc.) 3. Adjustments were made regarding the status and selectability of the blocks and sub-blocks in the drawings. (clever from forum78) 4. When drawings are blocked, their layers become standard. Now blocks are made so that each element remains on its own layer. (from the forum, saridurmus) 5. In the vertical opening, only the stirrups of the tightening zone were drawn on the upper floors. It is now drawn according to the lengths that should be in the fold. (oznb in the forum) 6. In automatic naming, pitch indices can now be given separately. (Tawakkul from the forum) 7. The index entered in the floor parameters is no longer deleted. (intelligent from the forum78) 8. The situation regarding stirrup hook lengths has been fixed. (mhanifiata from the forum) 9. In Stirrup pose, "-1" is no longer written (mhanifiata from the forum) 10. The dome elevation was not taken into account in the 3D frame on the upper floor. It is now taken into account. (from the forum gköse) 11. In a project read from the old version, the K114 beam did not appear to be attached to the column. It's been fixed. (tawakkul from the forum) 12. 10 digit characters can now be entered in the parcel line in optional reports. (dester) In the 13th column application plan, if a scan is selected, it can now be canceled (Y. Özhan) In the 14th template plan, all reinforcements can now be selected with one click.(Kevser Ekincek) 15. An invalid input message has been fixed when exporting Dwg. 16. Build components report is now received on 64-bit operating systems. 17. The situation where the outer perimeter line is drawn on the column reinforcements in some conditions in the basement perimeter bulkheads has been resolved. 18. In the column application plan, the status of the columns that are intended to be opened in place but that do not fit due to their scale are now given as a warning. 19. In the curtain details, the cases where the outer contour of the curtain cuts the columns have been fixed. 20. Fixed the issues where the placement of stirrups in column detail blocks sometimes overlapped. 21. In the column application plan, the case of drawing the dimension line given in the details of angled columns at an incorrect angle has been resolved. 22. Fixed cases where Stirrup detail overlaps the top of the column. 23. Some errors detected in the column application plan in a project were fixed (- Stirrup was not drawn in the S134 column, it was drawn. There was no reinforcement on the 75cm side in S15, it is there now. There was an empty column reinforcement detail box, it was fixed.) 24. Detected in a project Wrong curtain details are now drawn properly 25. In case of displaying curtain details schematically, texts such as 2fi12/0 are now written correctly. 26. Conflicting stirrups and crossties details have been resolved. 27. A project that failed during the transfer of the project to the Sap2000 program no longer gives an error. 28. The display of loft nki values was incorrect in B2 control in a project. Fixed. Nki values are now printed as absolute values. 29. The critical shear height construction now starts from the top of the rigid basement. 30. A situation related to the termination of the program that occurs when saving as an old version has been fixed. (S. Yıldırım) 31. The program was terminated with the Save button in the building components dialog. It's been fixed. 32. Autocad was not opening a dwg imported from the project. The problem's been solved. 33. In the curtain details, the reinforcement belonging to the header area is now shown as 2*13fi14 for example. Previously, two were written separately. 34. The problem of program termination during the analysis of a project has been fixed. 35. Incorrect drawings in the opening of curtains that are less than the floor height, such as basement curtains, have been fixed. 36. In the case of a curtain-sized column in the system, the program was terminated when a report was received and the report was exited. Fixed 37. When saving the project as an old version and opening it in version 6.0055, column properties were not entered. It's been fixed. 38. Speed optimization of a structure that takes a long time to analyze with the superstructure-base interaction. 39. Pile foundation command has been added to the program's "draw" menu. 40. In a project, there was a problem in the vertical opening of the ground floor s26 column in the middle region stirrups. Fixed. 41. In one project, the first floor beams K44, K47 were extending through the columns. Fixed. 42. Although sufficient stirrup reinforcement diameter was selected in a project, a cut safety warning was given on the curtain. Fixed. 43. In one project, the K36-K37 beams could not be attached to the P15 panel. It's connecting now. 44. Mixing status of texts in column application detail expansions has been corrected. 45. Mixing of texts in the cross section in beam expansion has been corrected. 46. The situation where the program terminates while drawing a door-window has been fixed. 47. The automatic scan command is now active by default in the scan toolbar. 48. The "find scan gap" icon in the scan toolbar is no longer selectable. 49. In a project with a raft height of 60 cm, the analysis took too long. Speed optimized. 50. If "model as shell" is selected in the curtain settings, it is no longer allowed to interfere with the defined section parameters of the curtain. 51. In slab loads, the last user defined value did not appear again. It appears now. (Ş.şahin) 52. Corrections were made regarding the selection of extra pile reinforcement in the threads of ribbed and cassette floors. (M. Ayhan) 53. The arrows of the figure showing the linear slab load on the plan are now drawn and the faces are written in the direction of the linear slab load. (Ş.Şahin) 54. The locations of pile foundations are now shown in the foundation application plan. (Y. Bağder) 55. The index is now N in cassette expansions. (E. Korucuoğlu) 56. The visible difference between column compaction zone and column vertical expansion in continuous foundation drawing has been removed. (Ş.Şahin) 57. In a project, the situation regarding the excess moment of the beams connected to the wall from the short direction was regulated. (S. Bektaş) 58. Optimization of reinforcement selection was made in rib and cassette selection. 59. In the rib and cassette reinforced concrete dialog, the right support reinforcement area is no longer written incorrectly. 60. In systems with circular columns, the number of rigid arms created in the raft and flooring is now more convenient than the system. 61. In the curtain details, the texts in the circle are now moved with the fast move command. 62. Adjustments were made regarding the scales of the tables on the edges of the sheet. 63. Adjustments were made to the pool general settings dialog. 64. The situation where the program terminates when the column is importing the application plan has been fixed. 65. Modal deformation animation is now done in + / - directions in accordance with the sap2000 program. 66. Internal dimensioning is now given as a block in the mold plan. 67. Get the symmetry of the ladder, change the parameters. The ladder was formed incorrectly. Fixed. 68. In a project, a column sprout was drawn with zero reinforcement in the foundation expansions. It is no longer drawn. 69. Fixed the L-length error of the ampatment reinforcement in the continuous base meter. 70. Reinforcement amount written in column sprouts in continuous foundation drawings is now given as a total. 71. Reinforcement table is now also generated for tie beams. 72. The comma error in the amount of reinforcement in the single base report has been fixed. 73. In the die plan, the cantilever bar was defined in the wrong type in the bending table. Fixed. 74. The cases where the L curtain contour was drawn incorrectly in the column application were fixed. 75. Fixed incorrect curtain detail when similar curtains are grouped between floors. 76. In the slab parameters, the hook of the additional reinforcement is now drawn to point downwards. 77. In the column application, the position of the measurement line of some columns could be shifted. They are now drawn where they should be. 78. In the mold plan, the separator diameter of the axle dimension line has been brought to a size suitable for the output layout. (ş.şahin) 79. The case of fractional measurement values between column and die axles has been fixed. 80. In the column application plan, information about the axles is now written if desired. 81. In the vertical expansion of the column, when the distance between the two reinforcements is small, the longitudinal reinforcements were intertwined. The program now performs a lower bound check. 82. Fixed some erroneous cases related to compaction zone lengths in column vertical expansion. 83. Fixed the cut-out reinforcement drawings that occurred under certain conditions in the shear detail. 84. Fixed a case where columns grouped with open outside option do not work correctly in the column application plan. 85. Fixed a case where the panel length was displayed incorrectly in the formwork plan 86. There is no problem anymore when drawing a space inside the land space 87. The possibility to select the entire land in one go has been made. 88. General elevation can be given to the land. 89. Clicking the edge of the land selects the land. 90. Added size and unit selection to terrain settings. 91. Fixed a bug that occurred when closing the polygon while drawing the terrain of the polygon. 92. Fixed some bugs in the field. 93. Terrain command was taken from the Objects section and added to the Dome vault in the Draw menu. 94. A problem in the land excavation calculation has been fixed. 95. Facilitation for changing the level of the land was made. For example, when you double-click on one of the elevation measurements of a space consisting of 10 points, the clicked point appears as selected in the land gap settings. BETA 1 List of works done in the program: 1. New column application plan drawings 2. New column vertical expansions 3. New wall vertical expansions 4. Pile raft foundations 5. 3-dimensional terrain using contour curves and free elevation points within the architectural and static program modeling 6. Well foundations 7. Displaying all reinforcements in the vertical expansion of the column 8. Displaying the basement perimeter walls in the column application 9. Continuous foundation superstructure interactive solution 10. Multi-stage excavation quantity calculation including filling calculation 11. Drawing torn reinforcements on the panels 12. U Calculation and drawing of equipping polygonal walls such as , T, L as a single wall 13. Detailing and drawing the walls together with columns 14. Drawing the basement perimeter walls as a single wall 15. Double stirrup option in columns 16. Optimizing the number of polygonal column reinforcement 17. Stirrups in circular columns automatic drawing 18. Column expansion and column beam connection details are drawn 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. Drawing curtain rods in curtain openings 24. Column rod lengths with 1.5lb or 75fi options 25. Consideration of assemblies in similar floor beam expansions 26. Cross-ties openings in column and wall details 27. Possibility to interfere with the scales of columns 28. To be able to take into account the cohesion effect on the retaining wall 29. To define plains, areas and pits in the field 30. The elevation at any point of the land being able to query 31. Addition option in the form of pillars on floors 32. Editing the information about the project and the company logo with the project settings dialog 33. Getting a column application plan on all floors with a single button 34. Changing the font of the reinforcement in the openings 35. Show/hide the joint point command 36. Structure in tree/elements/right Show click/point forces command 37. Ability to open again from the opening screens without returning to the floor plans 38. Making the building tree open and closing automatically and using it with all views 39. Accessing the drawings more easily with the drawings folder under the building tree 40. Calling the reinforced concrete dialogs from the opening 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 existing reinforcement diameters from the neighboring supports in the upper region can also be taken into account
)) I would like to thank the ide building family for the beauties they have done for us, I wish their success to continue and I hope their use like xsteel and sap2000 will become widespread