Download ideCAD Structural v10.93

Ismail Hakki Besler · Dec 11, 2018

Dear Users,
ideCAD Static v10.93 (Latest updated version) is available.
Our users who want to obtain the program can contact our Bursa or Istanbul offices to change the lock.

(For users with 10 version licenses, no lock change is required.)

Regards,
ideYAPI A.S.

You can download ideCAD Static v10.93 (Latest version) from the link below:

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Enhanced feautres in v10.94 compared to v10.93
19.04.2022

Formwork scaffolding details have been added.

Enhanced feautres in v10.93 compared to v10.92
25.02.2022

Formwork scaffolding design and calculation has been added.
formwork scaffolding report and report visuals were prepared.
Column stirrup selection has been added to the column parameters. When double stirrups are used, it is possible to choose double stirrups with equal arms or double stirrups in the drawings, both inside and outside.
In the reinforcement projects, the mold quantity of the existing columns was given, now the mold quantity of the column with the jacket is given.
In circular columns, in some cases, the vertical extensions of the columns were drawn in such a way that the stirrups were drawn out of the column. it is now drawn so that it stays inside the column.
Improvements were made in the reinforcement quantity regarding the column reinforcement quantity.
Improvements were made regarding the existing building concrete quantity in the reinforced projects.
Improvements were made to the line shift visible in the metering report.
Improvements were made regarding the drawing of stirrups in the vertical expansion of the existing columns and the extension of the length reinforcement into the mantle in the reinforcement projects.
Select point from map feature has been made available in the earthquake regulation wizard. It was dysfunctional a while ago because google did not support ie microsoft infrastructure.

Enhanced feautres in v10.92 compared to v10.91
12.11.2021

In steel projects, speed optimization was made in project opening, working on the project, and general analysis times.
Improved mesh quality for semi-rigid diaphragm.
Transverse shear force heading has been adjusted in the report of columns with limited ductility level. The report image has been renewed.
In the template projects, the 1.5lb condition of the column bottom wrap region in the column parameters has been removed as it is not required for TBDY 2018.
In template projects, the default finite element width value of curtain, flooring, raft flooring has been set to 40 cm.
"Adverse", "R" capacity ratio errors were not listed in the shear concrete dialog. Added.
Improvements were made regarding automatic stirrup selection in columns.
In the project, the situation where a joint 10-20 cm away from the split point is formed when the butt plate beam joint joint is entered between two curvilinear steel beams has been fixed.
In the project, the case where the spectrum curve is drawn incorrectly in the ZD ground class has been fixed. (Abdulbari ALAN)
If the "User-defined title region length" is selected before the "Short headline pitch" option is activated, the case that the right and left header regions are formed on the pitch has been fixed. (forum Mehmet Yaşar's project)
The deflection and crack control result columns in the beam reinforced concrete dialog have been arranged to be more understandable.
Insufficient transverse reinforcement in the column was added to the 3D insufficiency situation, inadequacy lists and design dialogs at the beginning of the report.
Fixed the inconsistency in the reinforced concrete dialog and report content when the analysis was performed while the column reinforcements were locked.
Fixed the situation where the column stirrup calculation was insufficient in the report after the analysis when the column reinforcement was locked.

Enhanced feautres in v10.91 over v10.82
04.10.2021

Speed optimization was made for the analysis design time.
In cases where there are curtains and curtain groups with a capacity ratio greater than 1, automatic reinforcement has been increased to ensure that the capacity is below 1.
With the automatic diameter reduction algorithm for (ab) errors in beams, the error was automatically corrected in beams supported on shear walls.
Column cutting reinforcement calculation report has been renewed. The combination of Nd value, number of stirrups and crossties, green tick and red cross according to the insufficiency of Ash value are added to the column shear reinforcement calculation report. (Erdemli, forum-mehmet28)
The visual of the circular column minimum transverse reinforcement calculation report has been renewed.
Added the ability to change the overlap length Lb for column vertical expansions. (Hüseyin Uygun, Yusuf Tezcan, forun Sereze, Erdemli)
Within the scope of TBDY 2018 article 4.9.1.5, an option to increase by 50% has been added in the calculation of the relative story drift limit value for steel structures in case of a single-storey structure. (Emre TURUTOĞLU, Fatih Söylemez)
When the Reinforced Concrete command was clicked after changing the reinforcement in the beam reinforced concrete dialog, the process was taking a long time. Speeded up. (Erhan Mollaoglu)
When the Reinforced Concrete command was clicked after the reinforcement was changed in the Shear Reinforced Concrete dialog, the process took a long time. Speeded up.
In case of increasing the diameter, the minimum stirrup spacing entered in the column parameters is not taken into account. (forum - proisa)
In the column cutting calculation, the inconsistency between the Asw/s value and the minimum stirrup control, depending on the number of stirrup-tiger arms, has been resolved. The initial number of stirrup-tiger arms was matched with the stirrup-tiger found based on the final drawing.
C20 was default when defining new reinforced concrete material. Now the C25 is coming.
When the Reinforced Concrete command is run in the Column Reinforced Concrete Design dialog, max. Fixed the case where the rate column was reset. (forum-Emrah Gökdemir)
Beams have (ab) errors, added to Negative filter in beam reinforced concrete dialog. It wasn't filtered before.
In the scaffolding project, when a scaffolding was wanted to be entered on another façade, a warning was displayed. Removed.
In case of columns with a large m value in the risky building analysis, Axial Capacity Insufficient information is now written next to the largest m value under the Risk Assessment heading.
In one project, the situation where the column resting on the beam was connected to the basement shear wall with rigid arms when it should not have been fixed has been resolved. (Basri Akyıldız)
When the basic tie beam reinforcement was changed, the existing reinforcement area value was given incorrectly. Fixed.
Fixed the crashing of the program in the scaling process when there is a missing acceleration record.
The commands of the scissor types run from the scissors menu were not creating the correct type according to the selected scissor type. Fixed.(cagsanmakine)
The tbrace value given in the weld strength calculation of the cross-end joint has been corrected.
Column minimum transverse reinforcement calculation report visual has been renewed.
For the composite honeycomb beam, preliminary information and bending report explanation images have been added.
Dynamic analysis report visuals have been renewed for linear performance analysis and risky building analysis.
The Ratio column text in the reinforced concrete dialogs has been changed to Capacity.
Heading/total reinforcement ratio in curtain settings in template projects has been set to 0.75 by default.
In template projects, the minimum size of the single foundation edge was made 25 cm by default.
The text “steel design bending capacity - major axis” in the ribbon menu has been changed to “bending capacity - major axis” in accordance with other commands in the same list.
In the single-floor curtain opening, the square was made as if there was no curtain on the upper floor. The square was removed (Olcay Aydın)
The texts (8), (9), (10) at the end of the support zone union, Cross Joint Join, and Cross End Join texts have been removed.
Improved the length of the lower wrap zone shown in column vertical expansions.
Although 8 stirrup diameter was not marked in the column reinforcement selection dialog, 8 stirrups were used in the columns. Fixed.
When a project is loaded, the program crashes when opening the project with the active pen & apply color option.
Removed unnecessary 0 value dimension lines that can be seen in the beam opening.
Command names appearing as import / export in the ribbon menu have been changed to Save Settings and Load Settings as they should be.
CTRL H shortcut was not working in joins. Fixed.
When the Reinforced Concrete command is run in the column reinforced concrete dialog, max. The capacity value appeared to be zero. Fixed (forum-Emrah Gökdemir)
In one project, the pitch index appeared as S in the Geometry control. Changed to P. (Erhan Mollaoglu)
Calculation and reinforcement tolerance are now taken into account in punch control. (Selahattin Bektaş)
Retaining wall drawings were closing during DWG Export depending on the scan type. Fixed.
After the dwg files with image files are imported, the program crashes when the project is saved. (forum professional)

Enhanced feautres in v10.82 over v10.81
07.07.2021

1. Calculation steps information for column reinforced concrete made with fiber model has been added on the information screen given during the analysis
2. In the risky building analysis report, TBDY 2007 was changed to TBDY 2018.
3. Impact capacity calculation is added on the information screen given during the risky structure analysis.
4. Modal account reports have been added to the risky building report. (Gazi Demir)
5. New idecad icon design has been added to the programs.
The program shutdown situation that sometimes occurs when entering the 6th Floor general Settings dialog has been fixed.
7. Added reinforcement corrosion coefficient value in risky building analysis reports.
8. Carrier element reinforcement information and floor load information have been added in the risky building analysis report.
In the Beam reinforced concrete dialog, the K3 beam was red, but there was no warning letter next to it.
10. When there is no error notification, after receiving beam expansion, some beams (ab) warning has been fixed in the beam reinforced concrete dialog. (Gokce Yaslan)
11. The "parameter is wrong" message when clicking on Analysis Settings in the project has been fixed.
When entering the reinforced concrete dialog of an element other than the selected element in the 12th floor window, the reinforced concrete dialogs for that element were empty. It is no longer empty. (Basri Akyıldız)
13. When entering the Reinforced Concrete dialogs on 2D drawing pages, the program crashes.
14. In the project where performance analysis was made, the problem of color in the 3D model was resolved.
15. When limited and comprehensive were selected in the risky building analysis, the elasticity modules varied according to the ratios of the limited and comprehensive level. Elasticity modules are now used the same for all situations.
16. When Show Jackets is active in Column Reinforced Concrete dialog, when clicking on the Reinforcements tab, the program crashes.
17. The program crashing in the process of copying the lover whose block is exploded has been fixed.
18. In the project, there were Vc (concrete contribution to shearing was negative) and shearing problem in pile details, but the case of As error was resolved. In this case, an truncation error is given.
19. In the combination settings dialog, the program crashes when you press the add line dialog. (Basri Akyıldız)
20. The expression Rigid diaphragm modeling method in the General Settings tab of the Analysis Settings dialog has been changed to Aperture modeling method.
21. Linear slab loads defined on slab and raft slabs are not visible in the report.
22. Point and linear slab loads defined on slab and raft are not visible in the perspective window in the analysis model.

Enhanced feautres in v10.81 over v10.59
18.06.2021

1. Well foundation calculation and reports were made according to TBDY 2018.
2. Added the option to strengthen with FRP (Carbon Fiber Reinforced Polymers).
3. Caltrans idealized option has been added to the section yield point calculation method in linear performance calculation.
4. Adjustments were made in the risky structure analysis for reinforced column defined structures.
5. Existing personnel information has been added to the risky structure report.
6. Building general information report and design spectrum parameters have been added to the risky building report. (Lütfullah Özhan, Emin Işık)
7. Reinforced concrete report visual of column jacket used in risky building and performance analysis has been renewed.
8. In the risky building analysis, the axial capacity exceeded warning has been added in the report for the very large m value.
9. A warning message has been added in reinforced concrete dialogs when the capacity ratio is greater than 1 in column, beam and curtain elements.
10. Fs and F1 values have been added as information in the Design Spectrum tab in the Analysis settings wizard.
11. Capacity design rates are given in 3D visualization. If the capacity control is greater than 1, it is shown in red.
12. A warning message has been added to the report when the capacity ratio is greater than 1 in column, beam and curtain elements.
13. Modeling curtains as rods is no longer allowed. That's why the "Model as Rod" option in the Curtain Settings dialog has been removed. Curtains are now automatically modeled as shells.
14. In the Curtain Group reports, the number of reinforcements in the curtain head area has been made consistent with the curtain drawings.
15. The vertical reinforcement arrangement at the intersection of the basement walls without a hood has been improved.
16. Capacity control facility has been added to beams as well as columns.
17. The Wall Loads Affecting the Flooring report has been added, which shows the loads of the architectural walls entered on the floor.
18. The door and window openings opened in the architectural wall entered on the floor are added to the wall load calculation. Reduction is made as much as the gap value in the load.
19. For the loads of the architectural walls entered on the floor, the upper levels defined in the wall object are taken into account in the wall load calculation.
20. Improvements have been made for zooming and panning on lines drawn depending on the visibility of objects on floors.
21. Curtain group bending design report visual has been renewed.
22. Purs, SGPurs, Hes As, GerAs, and OverAs columns in the first tab of the curtain group and shear reinforced concrete dialog have been removed. Added Vd, Ve, Vr, Vemax, Maximum capacity ratio columns instead.
23. Added maximum capacity ratio columns for x and y direction to the curtain group dialog.
24. Value 2 value in the shear horizontal loads report has been adjusted to data entry.
25. The TBDY 2018 Earthquake parameters report was closed in the optional report for the projects solved according to TDY 2007.
26. Speed optimization was made in the slab reinforced concrete dialog.
27. Arrangements have been made for the Import/Export menu under the Tools tab in the Ribbon menu.
28. Speed optimization was made for the slowness that occurred during the project loading.
29. The H (Earth Burden) combination has been added as an explanation under the heading Loading and Combinations in the report.
Speed optimization was made in the entry process of the 30. Curtain Concrete Dialogue.
31. Similar to the Column and Screen reinforced concrete dialogs, double-clicking the screen name in the Screen Group dialog zooms the screen that was clicked on the plan.
32. In case of ungrouped curtains and/or columns on the upper floors of the group curtain, improvements were made in the drawings according to the continuity towards the upper floors.
33. A warning message has been added at the beginning of the analysis in case of single foundations in projects with superstructure interactive solution. Structural analysis is basically solved separately. The singular foundation system is solved separately.
34. As part of the improvement of the intersecting capital regions in the shear strength of the curtain group, the Use Left and Right Head transverse reinforcements in the Vr calculation and Use the body transverse reinforcements in the header options in the Curtain Settings dialog have been removed from the user selection.
35. In the beam reinforcements dialog, when the reinforcement is changed by the user, a warning is now given if the maximum pursantage value is exceeded.
36. Zc, calculated from cohesion at the well base, added the tension crack valence value to the well base report. (Intermediate Semerci)
37. Well base "ground height" is now taken relative to the upper elevation. With this change, data entry independent of the well foundation height was provided. (Intermediate Semerci)
38. In buildings with more than one basement floor, basement floors were not ordered from upper to lower floors in the shear and column reinforced concrete dialogue. It's sorted now.
39. In different graded raft foundation systems, rigid arms connecting the upper-level raft plate to the lower-level raft plate are no longer created. Improvements have been made for stepped foundation and elevator shaft foundation systems.
40. The section drawings created with the section line that cuts through the continuous foundation have been improved.
Fixed the schematic notation in the 41st generation union resources tab.
42. Quantities and drawings of retaining wall and well foundation hull crossties have been added.
43. When the element was selected and All Floors option was selected in the reinforced concrete dialog opened with the Ctrl + Q hotkey, the selected element was not listed on all floors. It is now listed. (Erhan Mollaoglu)
44. Building height class (BYS) and building height comparison note given in Analysis Settings Wizard has also been added to the R coefficient selection reason report.
45. Options for the position of the side curtains in the project based on the TBDY 2018 4.3.2.4.b control have been added to the Curtain Settings dialog. In addition to the Let the program find automatically according to geometry option, the user can also define himself.
46. Improved print preview in the report program. The images used in the report are now displayed in their own scales according to their positions.
47. The option to give the measurements on the auxiliary elements connected to the main element in the steel drawing - assembly drawing, not from the edge of the plate, but from the middle of the hole has been added. (Olcay Polat)
48. The rounded parts of the profile elements used in steel joints are covered in drawings and dimensioning. (Yusuf Tezcan)
49. A check has been added to the reports for the cases where the apply (4/5)R option should not be checked in the Analysis Settings.
50. The Calculate Required Reinforcement Using Fiber Model option has been added to the Column Parameters dialog. When the option is checked, the column reinforcements are calculated by the fiber model under the effect of Axial force and compound bending, and by the equivalent rectangular method under the effect of Axial force and compound bending when not selected.
51. In case the ball bearing model is selected in the steel support combination, support balls are added to the drawings in the steel drawings. (Emre Turutoglu)
52. The isometric view and facade view drawings of the steel scaffolding that are not in the X or Y direction were arranged. (Erhan Mollaoglu)
53. Improvements have been made to show sometimes invisible beams in steel isometric drawings. (Erhan Mollaoglu)
54. Improved the drawing of some scissors at different levels. (Cagatay Ozcan)
55. For rib and cassette slabs, according to TS500 11.3.2 article, maximum 70 cm tooth spacing control has been added to geometry control and reports as an error message.
56. For rib and cassette slabs, according to TS500 11.3.2, a minimum 10 cm tooth width control has been added to the geometry control and reports as an error message.
57. The representation of circular columns in the formwork plan is no longer made as a combination of individual lines, but as a single circle. (Emre Turutoglu)
58. Welding thickness has been added in the drawings for welded joints and box/pipe profiles. (Lutfu Ozkan)
59. Improvement has been made in the case that when there is a beam clamping length (ab) error in the project, an error is not generated when the report is received, but an error occurs after the drawing or quantity is received. (Betül Öksüz Cetin)
60. The Extend Dimension Lines option has been added to Steel Sketch Settings. With this option, the lines of the dimensions created in the drawing can be extended to the reference points. (Levent Celikturk)
61. The curtain group reinforcement curtains were not previewed in the Curtain Group dialog. It is now showing.
62. Improvements were made to show some lines with thickness when the Show line thickness option is turned off.
63. Added a warning message when trying to get a reinforcement drawing when there is no reinforcement object in the project.
64. When a steel sub-beam is defined between reinforced concrete beams, the default connection has been changed to a double angle joint with bolts on both sides.
65. Improvements were made regarding the display of reinforcement deficiencies in the retaining wall and well foundation report.
66. The program was closing while importing the DWG drawing into the current project. An improvement has been made to prevent this situation.
67. A warning message has been added for the case that the shear resistance angle on the retaining wall is not entered in the range of 30-35. Made improvements to wholesale crash control.
68. An option to reverse the placement of honeycomb holes has been added to the Steel Beam Settings dialog for honeycomb beams.
69. Since scaffolding systems are not reinforced concrete structure systems, concrete material and effective section stiffnesses are no longer given in the building general information reports for scaffolding projects.
70. Project-defined information such as City, District, Purpose of Use, Sheet, Island, Plot, Latitude, Longitude, Building System, Ductility Level, Bearing System Type X / Y Direction, Number of Floors, for use in user-defined layout and letterhead design, are placed on the sheets and Can be attached to antennas. This information can be used on user-defined title and project covers, if desired. (Basri Akyıldız)
71. Removed 1/6 curtain size control from geometry control in short title pitch.
72. Due to the TS500 10.3 item in the geometry control, the single foundation minimum size control has been reduced from 100 cm to 70 cm.
73. The redundant fi0/0 text that appears in the drawing in the short title screen has been removed.
74. The purlin command is separated for the facade and roof purlins. Now, data entry is made with two commands as Aşık and Kuşak.
75. Speed optimization was made for the analysis model structure deformation animation. (Erhan Mollaoglu)
76. Improvements were made for typing and drawing stirrup expansions in column vertical expansions.
77. Make Architecture Compatible and Static Compatible commands have been combined.
78. Although there was no problem in the beam connections, the geometry control was edited for the project that only gave an Unsupported Beam error in the geometry control. (Sidar Elban)
79. Clicking on a curtain group on the 3D All Deficiencies screen now opens the curtain group report, not the curtain report.
80. In the event that the circular column with a misalignment decreased in size on the upper floor, incorrect column placement error was given in the geometry control. This warning has been removed.
81. In the snow and wind load section given on the coating loads page in the steel purlin report, 3 digits are now given instead of 2 digits after the comma. (Hakan Baykara)
82. Nd used in the control of TBDY 7.3.4.1 (b) is now taken according to the largest value for all seismic combinations. Previously, the combination value based on reinforced concrete design was used.
83. Check Capacity Ratio using Fiber Concrete Model option has been added to the Reinforced Concrete General Settings dialog.
84. Although the Use design spectrum for vertical earthquake effect on curvilinear and arc beams option was checked, it was unchecked when re-entered the dialog. Fixed.
85. The program closing situation that occurs when you type the quantity in the command search box in the ribbon menu and click on the reinforced concrete quantity has been fixed.
86. In the beam reinforced concrete dialog, the balanced reinforcement ratio error control is automatically checked when the beam reinforcements are changed, without the need for re-analysis.
87. Fixed extra lines drawn in pitch combinations in some cases.
88. Fixed the drawing problems related to curtain continuity in curtain vertical expansions.
89. Colon scans in the column application have been removed, and scanning can be performed on optional curtain header areas.
90. Static material term defined for reinforced concrete elements has been changed to static material. Accordingly, the term material is now used in dialogs and in the building tree. (Erhan Mollaoglu)
91. Improved the case of negative Rust value on the retaining wall.
The program shutdown situation that sometimes occurs when entering the 92nd Floor General Settings dialog has been resolved.
93. TBDY 7.4.3.1 In the beam clamping length control (ab error) fractional correction was made. by the fraction

Feautres in version 10.59 compared to 10.58:
18.03.2021

1. The beam height cannot be less than 300mm. (TBDY 2018 7.4.1.1) message has been added to the project errors section of the report
2. Beam height cannot be less than 3 times the slab thickness (TBDY 2018 7.4.1.1) message has been added to the project errors section of the report
3. The feature of scanning the reinforced concrete areas, which was common to all column / wall and sub-basement walls, has been added as separate options for each of them while drawing the column application plan.
4. Curtain dimensions have been added to the curtain concrete reports (Mehmet Işın)
5. Snow, moving and wind loads report has been added to the project summary information in the optional report.
6. Added scanning/scanning inside bolt holes option in steel drawing settings.
7. Spectrum characteristic periods, which are given as 2 digits, are now given as 3 digits after the decimal point in the report.
8. Arrangements were made to harmonize the size table and the column wall reinforcement table format.
9. The border lines of the scanned columns are made visible in the data entry window.
10. In the layer settings, the layer name that appears as Table has been changed to Reinforcement Quantity Table.
11. In the Ribbon menu, the name of the Quantity section under the Report has been changed to Quantity.
12. The mold plan drawing optimization process with 2D block drawings has been expedited.

Fixed bugs in 10.59 compared to 10.58:
18.03.2021

13. Improved pen thickness CTB export.
14. Improved working of always check staples option in screen settings
15. Improvements were made to the drawing of the curtain anchor reinforcement in the intersecting curtains.
16. Improvements have been made in curtain drawings for mesh-reinforced curtains.
17. Improvements were made to the anchor drawings of the wide beams attached to the reinforcement shear.
18. The program crashing when receiving curtain drawings, which could occur at 10.58, has been fixed.
19. Some program crashes during DWG export have been fixed.
20. When the reinforcement section in retaining wall drawings is tried to be moved with the Quick move command, the program crashes. (Basri Akyıldız)
21. Regulation reference item numbers in beam section errors given in the errors section of the report have been corrected.
22. The moment zero point distances given in the beam reinforced concrete design dialog for vertical loads have been corrected. It was aligned with the real beam moment diagrams given in the visualization. (Selahattin Bektaş)
23. When the 2007 Earthquake Code was selected, the ground class information given in the report in the building general information was corrected.
24. In one of the curtain details, the curtain length was drawn incorrectly in the basement floor. Fixed. (Sukru Sahin)

List of work done in previous versions:

Works made in version 10.58, according to 10.20 :
10.02.2021

1. Multimodal pushover analysis with incremental spectrum analysis (ARSA) method
2. Fixed Unimodal Repulsion Analysis
3. Variable Unimodal Repulsion Analysis
4. Developed a fiber model to diffuse plasticity theory for shear walls to be used in nonlinear thrust analysis.
5. Nonlinear thrust analysis reports
6. Control of strains and internal forces for new buildings
7. Control of deformations and internal forces for existing buildings
8. To be able to examine the building damage status in the 3D model after the pushover analysis
9. Added iteration level to impulse analysis.
10. Improved IFC read/write.
11. Added ratio values between the lower limit of damage and the upper limit of that damage for all damage cases in the thrust analysis knuckle dialog and report in the visualization.
12. Annotation image has been added for nonlinear thrust analysis column-beam and wall plastic rotation and plastic deformation results.
13. Adjusted the non-linear behavior of columns connected to the shear.
14. The report image of the P-joint made for the reinforcement curtains added when there are existing columns in the nonlinear thrust analysis has been added.
15. Added visual explanation of ratio text for column, beam and curtain wall in nonlinear thrust analysis joint results report.
16. Nonlinear transfer option is available for transfer to Sap2000. Plastic hinges defined for use in thrust analysis can be transferred to sap2000.
17. The possibility to include 30% of the volumetric reinforcement ratio of 90 degree closed stirrups in linear and nonlinear performance analysis has been added.
18. Concrete unit shape in linear performance analysisImprovements were made in the case of determining the building performance using the
19. Added options for reinforcement designs of converging and intersecting curtains in curtain settings.
20. Improvements have been made in the wall plan drawings, the drawings of the ends of the horizontal shear reinforcements
21. Lines that do not need to be drawn, which are formed at wall intersections in continuous reinforcement drawing, have been removed in broken shears.
22. Head reinforcement distributions at the intersection of curtain group combinations have been improved.
23. Improvements were made to the slightly angled basement or system curtain drawings connected to the slightly angled system curtain.
24. Layout titles have been renewed for speed optimization of zooming and scrolling operations.
In the 25. Curtain and Curtain Group Reinforced Concrete dialog, Horizontal Title has been changed to Title Stirrup. (Erhan Mollaoglu)
26. Fixed .ctb file creation issue after DWG transfer
27. Reports and visual explanations of user-defined horizontal shear loads were made.
28. Reports and visual explanations of user-defined vertical shear loads were made.
29. Speed optimization was made in semi-rigid projects with many shell elements on floors.
30. Developments and improvements have been made for the display of additional reinforcements in similar floor beam expansions.
31. Speed optimizations made on 2D drawings
32. The load geometry problem that occurs when the beam is copied and rotated with the add load command has been fixed. (Sukru Sahin)
33. A regulation clause has been added to the description of curtains that do not meet the strong curtain requirement in the report.
34. Enlarged dialog showing templates when opening new project. The template list can be seen more easily.
35. The TBDY 7.6.1.2.(b) condition, which was checked when receiving the report, is exempted for basement and basement walls. (The thickness of the curtains that cannot be held at both ends by a curtain in the lateral direction cannot be less than 1/30 of the curtain length).
36. In the control of the s<=d/2 stirrup spacing in the secondary beams, the beam net height is now taken into account instead of the beam's useful height.
37. When the object was to be divided with the steel element divide command with a combination defined, more than one nested element was formed. Improved. (Sukru Sahin)
38. After applying the Reinforced Concrete Calculation Axis Edit command, the applied tiles were still selected. It is no longer selected.
39. Adjustments were made in the curtain group reports with high ductility level, the explanation visual was renewed.
40. Adjustments were made in the curtain reports with high ductility level and the explanation visual was renewed.
41. Explanation visual has been renewed in the performance analysis curtain ductility level report.
42. Improvements were made in the functions of "one-way" options in Concrete and Metal types, which are among the floors used in the steel floor settings (Tolga Aydöner)
43. The loads of the walls, one for the mezzanine beam and the other for the normal floor beam, were transferred to the appropriate beams according to the wall elevations. (Erhan Ozturk)
44. The distortion that occurs after the elevation dimension is rotated 90 degrees has been fixed. (Sukru Sahin)
45. Improvements have been made in the relative story offset report of floors where no element is defined on the last floor. (Sukru Sahin)
46. Improvements have been made in the strength control report of the bolted joint with the header plate.
47. Added use of Last Selection command in plan and popup windows. (Abdullah Tasci-Konya)
48. The total number of head reinforcements was written twice in plan view in curtain group combinations. One has been removed. Head reinforcement distributions at the intersection have been improved.
49. Improvements were made to connect the columns continuing to the lower floor to the continuous foundations in staggered continuous foundations.
50. Improvements have been made in column expansion and outer dimensioning of circular column mantle.
The maximum marginal error given in the 51. Curtain reinforced concrete dialog has also been added to the building summary report.
52. Improvements were made in the R coefficient selection reason report for situations that did not fit into the table. (Erhan Mollaoglu)
53. Bend reinforcement bars with beam parameters has been changed to make miter text.
54. The continuous basic minimum dimension check given in the geometry check has also been added to the project errors section of the report.
55. The single basic minimum dimension check given in the geometry check has also been added to the project errors section of the report.
56. The rib and cassette slab tooth height control given in the geometry control has been added to the project errors, structure summary information and reinforced concrete dialogs in the report.
57. The tie beam minimum dimension check in the geometry check has also been added to the project errors section.
58. The scope of operations applied in the background has been improved with the Make compatible with architecture command.
59. Added export of background colors of scans during DWG Export.
60. Improved some blank lines visible in the B1 Irregularity report (Basri Akyıldız)
61. The warning of B2 irregularity in the irregularity report is now also given in the report of the reason for choosing the R coefficient.
62. Maximum marginal error given in rib and cassette floor joistsThe structure is also given in the summary report.
63. Building general information, R coefficient in only one direction was printed in the earthquake Parameters report. Information is now printed for both directions (Basri Akyıldız)
64. The option of checking/not stapling in columns and bulkheads connected to basement walls has been added.

Works done in version 10.20, according to 10.17 :
14.05.2020

1. Stapling controls, stapling reinforcement calculations and reports were made within the scope of 2018 Earthquake Code.
2. According to TBDY 7.11.5, connection reinforcement and transfer reinforcement calculations and reports were made between the curtain-flooring. The information about the shear friction coefficient given in the flooring report has been added to the explanation image.
3. For 60 cm deep beams, beam cross-ties drawings were made within the scope of TBDY 2018 Article 7.4.1.1.
4. The Change Curtain Length command has been added, allowing the curtain lengths to be changed on all floors at once. (Fahri Boy, Feridun Yardimoglu)
5. Added the ability to examine curtain group definitions in 3D visualization.
6. Speed optimization for semi-rigid diaphragm solution. According to the project, 3, 4 times acceleration was achieved
7. Removed the 5x limit for the demo version.
8. Weld thicknesses are shown in assembly drawings and spot details.
9. If there is more than one element in the assembly drawings, assembly drawings are created with the longest one being horizontal
10. The operation of scissors arranged in curvilinear or circular cross-sections has been accelerated.
11. In the project, an improvement was made to take the point detail of the junction with a single slip plate located at the intersection of 2-3 axis.
12. Messages were added to geometry controls within the scope of TBDY 2018 Article 7.6.1.2.b.
13. Improvements have been made in the semi-rigid diaphragm solution in curtain systems with low slab connected to the slab, eliminating the large calculation of the shear force connected to the slab. (forum fatihh, Erkut Korucuoğlu, İlker Duran, forum Yunussacik, Basri Akyıldız)
14. Added stapling controls on U T L type curtains.
15. In the punching control, the gaps on the column edges were taken into account. (Omar Faruk Morbel)
16. Added negative displacement control for combinations containing 0.9G.
17. After the pdf transfer of the drawings, "pdf transfer process is complete" was displayed, but the pdf file was not created. Improvements have been made to prevent this situation.
18. In systems with mixed ductility level, when the overturning moment condition was not met, an error message was given as a high ductility level curtain when the solution conditions were not met, when the report was received. Organized as mixed.
19. Improvements were made to display the number of anchor reinforcements given in the basic curtain junction areas.
20. Although C25 is not used in the construction summary report in the projects with steel stairs, "Concrete of less than C25 quality is used." error was given. It's been fixed.
21. Improved the case of text scrolling off-line in the Minor row in the column shear safety report.
22. Improvements were made to the error messages given for the A21 and A22 frame systems in the structure summary report.
23. Improvements were made to the error messages for mixed frame systems in the structure summary report.
24. Warnings about R coefficients have been added in the building summary report.
25. Warnings regarding group curtains exceeding the capacity ratio have been added in the building summary report.
26. An error message has been added to the report for cases where strong curtain control is not provided in the long line for curtains with high ductility level Hw/lw >2.
27. In the Strong pitch report, the term Weak Curtain is written instead of the Weak Column term.
28. Added maximum normal force control explanations and controls in the structure summary column report.
29. Added rib and cassette beam descriptions and controls in the structure summary report.
30. Explanation information has been added separately for x and y directions for irregularity A1 in the structure summary report.
31. Explanation information has been added separately for x and y direction for irregularity B1 in the structure summary report
32. The information that analysis should be made with the assumption of semi-rigid diaphragm for beamless slab systems has been added to the building summary report.
33. The information that it should contain curtains in X and Y directions for carrier systems with non-beam (cork) flooring was added to the building summary report.
34. Slab stress control information texts in the building general information report have been changed to "Slab compressive stress control" and "Slab Shear Stress Control". (Erhan Mollaoglu)
35. Teeth expressions have been edited under the title Rib and Cassette in the structure summary report.
36. Arrangements were made regarding the irregularity explanations in the structure summary report.
37. The information given according to the ductility level selection of the Joint shear safety heading in the structure summary report has been edited.
38. Added explanations about permanent base shear safety to the construction summary report.
39. Punching controls given in project errors were divided into raft foundation and floor stapling. The information is given together with the relevant flooring/foundation names.
40. Construction summary report raftBasic stapling control has been renewed according to the new stapling report.
41. The information given for the B1 irregularity in the structure summary report has been clarified, and separate information is printed for the X and Y direction.
42. B1 Irregularity report description visual has been renewed. In addition, the message "R coefficients (Rx, Ry) are reduced by multiplying the value of 1.25(nci)min. TBDY 3.6.2.3" is added for the 0.60 <=(nci )min < 0.80 range below the table.
43. Detailed dynamic analysis report explanation information and accordingly explanation visuals have been renewed.
44. Additional checks have been added to the R coefficient selection reason report, depending on the carrier system selection, DTS.
45. Period control for basement floor acceptance has been added to the Calculation method and R coefficient selection report in the building summary report.
46. The explanation image at the beginning of the report on the reason for choosing the R Coefficient has been renewed.
47. Adjustments were made in the report of the R coefficient selection reason.
48. Controls have been added to the project errors section given at the beginning of the report for cases where the overturn torque controls are not provided.
49. The beams that could not meet the insufficient clamping condition within the scope of TBDY Article 7.4.3.1 control were added to the project errors section at the beginning of the report.
50. Improvements were made regarding the display of the Analysis Settings Report in the Soil Class section in the Base-Soil section.
51. BMS condition>= 6 condition has been added for A23 and A24 carrier systems when DTS=4 in analysis settings TBDY wizard.
52. The web reinforcement of the beams has also been added to the fiber and capacity design.
53. The ability to monitor punching effect capacity ratios has been added in the reinforced concrete design / Result review interface.
54. Improved to take 1.5lb overlapping length of curtains longer than 12m in case of shear horizontal reinforcement pass-through
55. Arrangements have been made for the detail drawings of the curtains in the vertical openings of curtains to be given together. (Basri Akyıldız)
56. Fundamental analysis took longer than 10.16. Optimization done.
57. Adjustments were made for the positions of elevation and length measurements and element names in the vertical expansion of the column.
58. In the column application, curtain drawings are written in the open-in-place option, common reinforcement is written as in the open-out option, and header scans are drawn.
59. Improvements were made to the vertical opening of the curtains that continue to the upper floor in different sizes.
60. The structure tree is now automatically closed when switching to 2D drawing pages or creating a new drawing.
61. Information on shear parameters has been added to the reinforced concrete design settings report.
62. Minimum curtain end reinforcement ratios, minimum heading area marginal and short curtain segmentation parameters have been added to the curtain and curtain group preliminary information report.
63. In the Moment Curvature detailed report, the texts that do not fit or go out of the table have been corrected.
64. Divide by all intersections command was not working in lovers. Improved.
65. When a single or assembly drawing is desired while the selected element is present in the project, improvements have been made regarding the quantities given in the bill of quantities.
66. Added the ability to select a single truss and take the truss drawing and quantity for only that truss.
67. There was a slow schedule in a project and also the project could not be loaded. Improved. (Beta İbrahim Sarıdurmuş)
68. Added Curtain group report to the toolbar on the right. (Forum Mahmut Şengül)
69. Added warning in geometry control when there is thicker curtain on the upper floor. (forum mafiamax)
70. In case of selecting steel elements that are connected to each other but do not form a single assembly, the possibility of assembly drawing has been added, where only the selected group appears as one piece. (Suat Yildirim)
71. The 1/6 condition warning has been removed in the geometry control for curtain elements that are connected to group curtains but do not provide 1/6 ratio.
72. A warning has been added to the building summary report for single curtain elements that do not provide 1/6 ratio.
73. The control of 6 times the longitudinal reinforcement and not less than 1/3 of the wall thickness has been added in the selection of head stirrup reinforcement range for critical wall height. (Necati Yalçın Project Office)
74. The case of not providing relative storey drift in structures without rigid diaphragms has been added to the project error detection list.
75. Improvements were made to the stud table in the drawings, in cases where there was more than one floor consisting of the same number of studs on the same floor in the project.
76. Stirrup length display in polygon columns is written under the expansion as stirrup number-diameter information, just like the arrangement in normal columns. (Erhan Mollaoglu)
77. An improvement was made for stapling control in some projects where stapling control was not performed although the column header was defined for the columns. (Project by Murat Uçarman)
78. Stapling verification was carried out on columns that were not connected to beams but to which curtains were attached. Not done anymore (Mehmet Karabay)
79. Raft title description in Raft detail quantity has been corrected as Raft Table Accessories. (Betül Beken, Bimat Construction)
80. Display of stirrups and crossties in column reinforcement (mantle) application detail drawings has been improved.
81. B420C option can be used for retaining wall, ladder and well foundation by selecting it from analysis settings
82.After defining the column foot combination, the program crashes when its properties are entered and exited.
83. The explanation picture at the beginning of the column axial force control report has been renewed.
84. The explanation picture at the beginning of the curtain group bending design report has been renewed.
85. In the curtain report, the As description at the beginning of the shear concrete has been changed. (forum cagdaserel)
86. Preparation of curtain group reports has been accelerated.
When the P column in the 87. Column dialog is checked, the no curtain warning for the A11 frame system is cancelled.
88. If the "Reinforced Concrete" button was clicked in the reinforced concrete dialog in the column that gave the punching warning, the warning would disappear. Improved. (Project by Semih Baykale)
89. Improved the case of checking for stapling at the foundation at an upper level on the column extending from the stepped foundation to the foundation at the lower level.
90. Stapling control reports explanation visuals have been edited.
91. Columns are within the scope of regulation dimension controls, elements that are not provided when "All Deficiencies" are active on the 3D Result review screen are shown in red.
92. In the relative floor displacement report, information is given about the wall connection method chosen by the user.
93. Relative floor offsets are given separately for each direction in the project error list in case the controls are not provided.
94. An explanation of the changing K value for steel and reinforced concrete structures has been added to the relative story drift report description image. (Basri Akyıldız)
95. When the building information level was selected as Minimum in the risky building calculation, the report was printed on a limited basis. Printed as a minimum.
96. Curtain Group report has also been added to the report section under the Reinforced Concrete tab in the ribbon menu.
97. Although multiple stirrups were marked in the 40/40 column, the column was selected as crossed. Improved. (forum thememap)
98. The slab design analysis options, which are available in the analysis settings, have been added to the slab reinforced concrete report as an information note.
99. Improvements have been made for the situation in projects with slab meshing problems in the analysis. (Yusuf Tezcan, M.Kesgin projects)
100. Improved the case where the assigned texture is not visible in the 3D solid model when texture is assigned to the ligament.
101. The case of program closing when the arc is converted to pitch and the operation is canceled with undo has been fixed. (Erhan Mollaoglu)
102. In reports such as steel columns and beams, the situation where combination texts overflow to the other column has been improved.
103. Although the temperature difference was entered in the analysis settings in the project, temperature difference combinations were added for GKT and YDKT solutions.
104. In the column and curtain drawings, the pose numbers are placed next to the reinforcement letters.
105. Hn value given in the dynamic analysis report is taken into account when the elevator/engine room is marked. (forum mafiamax)
106. In the Visualization menu, the detail of the selected installation has been added in parentheses. (forum mafiamax)
107. In the project, the situation of performing analysis in a crane structure has been improved. (Fatih Doesn't Say)
108. In the joint points where strong column control is not provided, provided or not provided texts are written instead of the hinged top of the column or the hinged bottom of the column. (qwerty within the scope of the question asked in the forum)
109. If no floor windows other than the main floor are created in the project, warnings have been added to open other floors by copying floors. (forum)
110. In case of B3 irregularity in the column and beam, information was added in the TBDY 2018 Column and Beam Design Force report.
111. In case of B3 irregularity, 2007 regulation reference article in beam and column reports has been changed for 2018.
112. In the project, the condition that the TS500 height/span ratio 1/10 condition is not checked has been improved in some continuous foundations despite the span exceeding.
113. Improved overlap of slab top and bottom levels in ribbed and cassette slab formwork plans. (forum mafiamax)
114. The case of program shutdown in analysis in a scaffolding project has been fixed. (Hasan Selcuk)
115. Improvements were made to give a message in the project errors section for group curtains that do not provide a capacity ratio.
116. Improvements have been made in cases where the number of shear cap reinforcements in the plan display is different in the column application plan and in the wall detail.
117. The explanations in the structure summary report have been updated in order to better understand the loading combination information given in the column beam static report.
118. In the Project Dynamic Analysis Input Information Report, the free mass of the building was printed greater than the total weight of the building. This situation has been resolved. (forum-rsb engineering)
119. In the project, a crash occurred while importing the column application plan. Improved the cause of the lockout. (Ali Fuat Karaduman)
120. The incompatibility between column reinforcement numbers and existing reinforcements in the column in the sprout details given in continuous foundation expansions has been resolved. (forum_referanstatic)
121. The warning "The wall thickness cannot be less than 250 mm" given in the geometry control for basement perimeter and basement bulkheads has been exempted for these bulkheads.
122. Point details of the joints in the roof and floor plans were made in the steel drawings.I.
123. In a project, when the beam size was changed in reinforced concrete and the reinforced concrete button was pressed, the program was closed.
124. When there is a tie beam on one floor, the geometry control error on all floors has been fixed.
125. Stapling report of a selected screen or column can be obtained.
126. When the TS EN selection is made in the steel column report, an arrangement has been made to fit the section Class in composite effect.
127. The case that the same joint geometry is used in the project, but too many point details has been fixed.
128. Added F1 key help in Change screen length dialog.
129. Improved stirrup detail design in polygon column jacketing.
130. The term column header stapling has been changed to Column/Curtain Stapling in the menu. (Erhan Mollaoglu)
131. In the project, the warning "the upper floor curtain is thicker than the lower curtain" was also given on the curtains that were not thicker on the upper floor. Improved. (Erhan Mollaoglu)
132. Arrangements have been made for curtain size controls in geometry control.

Works made in version 10.17, according to 10.14 :
20.01.2020

1. Dynamic analysis with mode collection method in time history, fully compatible with Annex 4B.3, 4.4.2, 4.6.2.1, 4.8.3 of TBDY 2018 regulation
2. Retaining wall calculation and reports according to TBDY 2018
3. Solving the buildings with rigid basements in one go according to TBDY Article 4.3.6.2 is optionally added in the analysis settings.
4. Improved regulatory consistency checks in reports. The user is warned by specifying the type of structure to be selected based on ductility level controls, R coefficient errors, earthquake design class controls, and overturning moment control. Added more checks to the list of errors at the beginning of the report and to the structure summary reports section
5. Curtain group (polygon curtain reports) and report visuals have been added. In the report, group curtain preliminary information, group curtain reinforced concrete reports, group curtain static results etc. given as subheadings.
6. Screenshots of curtain groups are given in the building general layout report, building plan drawing, shaded and the group name is written.
7. Element end forces reports of the design have been renewed. The raw and design tip forces are supplied line-by-line and reference regulation clauses, along with their increment coefficients. Report description pictures added.
8. The element end forces reports transferred to the foundation have been renewed. The raw and design tip forces are supplied line by line and reference regulation clauses along with their increment coefficients. Report description pictures added.
9. Added Short title pitch option to pitch settings. Added the possibility of designing short curtains that do not meet the curtain size requirement and are included in another curtain or curtain group, together with the group curtain as a headboard.
10. Heading regions drawings of short curtains belonging to curtain groups were arranged.
11. Header reinforcement numbers are shown in common in curtain group drawings and header areas are shown by scanning.
12. Improved display of capacity diagrams of curtain groups.
13. A line has been added between each curtain group in order to follow the lines more easily in the curtain group shear force report.
14. Added the ability to review linear performance analysis results in the design results section in 3D visualization
15. Acceleration and improvements were made in the response spectrum modal calculation algorithm of vertical earthquake effects.
16. For steel or reinforced concrete structures without rigid diaphragms, element-based relative displacement limit controls and reports have been added.
17. Minimum marginal values have been added to the curtain parameters for the critical curtain height or the head region outside the critical curtain.
18. The option to keep the critical curtain height header area the same throughout the entire floor has been added to the curtain parameters.
19. Added the ability to read and save data in IFC format
20. Period control for basement floor acceptance was added to the calculation method in the building summary report and R coefficient selection report.
21. High ductility level curtain report has been renewed.
22. Curtain design bending moments report has been renewed.
23. Improvements have been made to the modal account for structures with a Kren.
24. TBDY 2018 article 4.3.2.4.a and 4.3.2.4.b control information given in the earthquake regulation report has been added to the building summary report.
25. Period checks for basement floor acceptance have been added to the building summary report.
26. 2nd order indicator value calculation has been developed for structures with reinforced concrete and steel floors in the same floor.
27. The frequently used Find Object command has been added to the toolbar on the left of the program.
28. Concrete and reinforcement strength information used in the calculation has been added to the summary information table in the risky building report.
29. For curtains longer than 12m, lap joint and miter lengths are arranged according to the principles given in Article 7.6.4 of TBDY. (Serhat Project Group, Erhan Mollaoğlu)
30. Within the scope of the TBDY 2018 regulation, the vertical expansion of columns whose cross-sections vary between floors has been improved. (Oznb , ErhanMollaoglu)
31. In the curtain drawings, the title areas are shown by scanning.
32. Within the scope of TBDY 2018 7.11.3, warnings only shown in the report for floors that do not provide in-plane slip, pressure or tension control on floors have been added to the floor reinforced concrete dialog.
33. While TDBY 2018 was selected in the geometry control, the reference item for 20/50 beams was shown as TBDY 2007. Changed according to TBDY 2018.
34. Raft foundation thicknesses have been added to the geotechnical report. (Erhan Mollaoglu)
35. Spectrum information of DD-3 defined in analysis settings for relative story drift control has been added to Building General Information report. (Mesut Kesgin, Şeyda Yılmaz)
36. In the building summary report, some lines were not given in line with the order of dark-colored-light-colored lines, they were given in light colors one after another. This situation has been fixed as one dark line-one light line. (Firat Durmaz)
37. In the continuous foundation reinforced concrete dialog, clicking the select button while on a continuous foundation selected all foundations, now only the relevant continuous foundation is selected. (Caglar Aydin)
38. Added Invert option to the dialog for the reinforcement plate.
39. Added command mode for batch selection or deselection of lovers. Operations can be done with left shift.
40. Changed < display to =< in control column in beam shear reinforcement report.
41. Added visuals of eaves types in vault settings.
42. While the construction phases calculation was active in the Analysis settings in the project, the effects were not visible after the performance analysis. Fixed. (Ugur Oflaz)
43. In the project, the program was closed when the beam entered the reinforced concrete dialog or when it wanted to get beam expansion. Precautions were taken for the situation that caused the closure. (Emrah Tufan)
44. The door/window opening on the angled curtain was not visible in the placed position in the 3D visualization. Fixed. (Basri Akyıldız)
45. Fundamental sprout details given according to TBDY 2007 given in the details of continuous foundation and singular were arranged according to TBDY 2018. (Tevekkul, Serhat Project Group)
46. Improved preservation of layer properties when copying between different types of 2D drawings. Rebar, reinforcement total length text, reinforcement intermediate length text, drawing layers can be used after copy operation.
47. In the beam loads report, the term dead load is written instead of the constant load term as the load definition for the beam self load.
48. The geotechnical report for TBDY 2018 has been adjusted for TBDY 2007 as well. Ground pressure values of 1.4G+1.6Q loading were not given in the report, it was added.
49. A warning has been added to the geometry control, that the column elements with a ratio of at least six sides of the long side should be modeled as a wall.
50. In the curtain report, the variable shown as the term wall length ln is shown as the term lw used in the earthquake code.
51. S420, B420C usage option The option has been added to the Analysis settings/Other tab.
52. If the continuous baseline is defined as no amplitudes, the amplitude calculation is no longer printed in the continuous baseline report. Previously, ampatman values were given as zero.
53. In the continuous foundation static information report, the support information given according to whether the foundation is empty or connected to another continuous foundation has been adjusted (Halil Tek's project)
54. Removed information that no longer needs to be printed in the linear performance analysis report.
55. On the screen details and column vertical expansion, if the global exposure was not marked, the foundation anchor shoots were given twice. Fixed. There was no problem with the overall length.
56. Adjustments were made for the loading conditions that can be selected during the external load definition for the elements. Load cases not required for selection during load definition have been removed.
57. In a floor where all floors are defined as low floors, the situation where a rigid diaphragm does not occur on a floor has been resolved.
58. The Cancel button in the analysis status dialog has been made to respond more quickly to cancel the analysis.
59. Fixed the typo of singular foundation in geotechnical report, improved the status of showing single foundation as continuous foundation, single foundation as continuous foundation.
60. According to TS 498, live load reduction is also enabled for vertical live loads with effective section stiffnesses applied.
61. Soil layers defined for pile foundations in the project were not visible when we re-entered the dialogue. Improved. (Hakan Baykara)
62. In the report of beam loads in divided beams, fixed and live loads were shown in separate items as much as the number of beam parts. If the loads are the same for each item, they are now reported with a single display. (cagdaserel)
63. While there was no deficiency in the column reinforced concrete dialog and analysis system display screen in the project, insufficient columns were seen in the Column Summary report and the Column Shear Safety report. Improved. (Project of Onur Kızıldamar)
64. Snow loads are added to the total structure weight with a factor of 0.3 to TBDY section 4.5.9.2.
65. Added the ability to lock reinforcements in the retaining wall reinforced concrete dialog. (Erhan Mollaoglu)
66. Retaining duTable reinforcement detail has been added in the vari drawing. (Erhan Mollaoglu)
67. Zoom selection command added to ribbon menu.
68. Added the curtain group report command to the ribbon menu.
69. In the formwork and foundation application plan, Ss and S1 Values, environmental impact class, building usage class, building height class, earthquake design class, strength excess coefficients etc. A letterhead with information has been added. (Ozge Öncü)
70. Analysis settings In the TBDY options tab, although the semi-rigid diaphragm option was selected, the selection was not active. Improved. (Erhan Mollaoglu)
71. Although the change was actually applied when adjusting the stair braces, the brace distance always seemed to have remained constant at 25 cm. Clicking the edge again now shows up as the changed value. (forum-honuralflag)
72. Reinforced concrete material static information is given under the Material Information heading in the Building General Information report.
73. Improvements have been made to the column jacket crosshead drawings.
74. In the curtain report, the fact that the number of curtain reinforcement was shown 2 more in some cases improved the situation. (Necati Yalçın, Şükrü Şahin, Ali Hasan Yoluç, forum emreyaykin)
75. In the curtain reports, vertical reinforcements are now given as number and spacing as in the drawings. (Sukru Sahin)
76. Improvement has been made to see the previous-next error in the report program by using the error arrows.
77. Improved the overlapping of some aspect texts in the basic shoot details.
78. Improvements were made to cross-cross drawings on polygon columns.
79. In the geotechnical report, when there is foundation on more than one floor, the ground pressure graph of the project is no longer given a black background but a white background. (Erhan Mollaoglu)
80. Added effective section stiffness table to Structure Summary Report.
81. Added option to save as old version for intermediate versions in version 10.
82. Although the number of end zone reinforcements in the shear detail is not incorrect, it has been improved that some floors are written differently in the drawing.
83. The display of column curtain reinforcements in multiple colors in the templates has been adjusted.
84. Added possibility to save raft tile edge settings. (Erhan Mollaoglu)
85. The tie beam adherence degree report has been improved according to the situation specified in the project. (Sukru Sahin)
86. Improved knowledge level for performance analysis. At the limited knowledge level, at least three concrete samples were added on each floor, at the comprehensive knowledge level, at least three on the ground floor, at least two on the other floors, at least nine in total, and one concrete sample letter per 400 m2.
87. If a column is defined at the end of the curtain group, those columns are now shown in the drawing in the group reinforced concrete dialog. It was previously left blank.
88. The program was closing when there was a column in the curtain group or when the curtain group report was received without analysis. Improved.

Works for version 10.14 :

1. Pursuant to Article 3.2 of the Risky Building Regulation, the floor marked as Elevator/Machine Room in the General Floor Settings is not included in the building height in the risky building analysis.
2. Adjustments were made in the risky building control parameters report.
3. Improvements were made to the linear performance analysis and report.
4. When the geotechnical report was received, the perspective window would automatically switch to the top view. After the process, the perspective view is automatically activated. (Erhan Mollaoglu)
5. The inconsistency between the Mo value given in the overturning moment control of the curtains and the Moxn,max values in the Annex 4B report has been fixed. (Project by Murad Said Kösebaskan)
6. Column vertical expansion - improvements were made in the plan drawings so that it can be understood which floor the plans belong to. (Basri Akyıldız)
7. The mismatch between the number of longitudinal reinforcements and the number of foundation shoots has been resolved in the vertical opening of the curtain wall.
8. The names and dimensions of the individual curtains are written in the vertical openings of the curtains. Plan drawings are aligned to the floor, curtain names are placed under the plan block
9. Warnings were added to guide the user when the define button is clicked when the spectrum is taken from outside on ZF type ground.
10. The situation regarding the program closing or no mass message that occurs when the analysis is performed while the composite flooring is present in the project has been improved.
11. Program shutdown during linear performance analysis in the project has been fixed. (Aegean static)
12. Undefined lines occurred in the dialog in the column beam connection shear safety. Edited.
13. Analysis models of space purlin and R purlin macros are created appropriately.

Works for version 10.13 :

14. The report visuals covering the risky building analysis revision were arranged.
15. Adjustments were made for the shear safety report of columns with limited ductility level.
16. Improvements were made to the linear performance analysis and report.
17. Improvements were made to the geotechnical report.
18. The program closure that occurred during the geotechnical report in the project has been fixed. (Basri Akyıldız's project)
19. When you press the New button in the load library, the program closesit has been fixed.
20. In 2-storey projects, TBDY 2018 3.3.1.1(b) Tptotal<=1.1*Tptop control report has been revised.

Works for version 10.12 :

21. Regulations regarding the revision of the risk building regulation dated 21.06.2019 were made.
22. Geotechnical structure preliminary design information report has been added.
23. Tptotal<=1.1*Tpup control for TBDY 2018 item 3.3.1.1(b) has been added.
24. A regulation has been made regarding the consideration of the 2nd order effects given in article 4.9.2.4 of TBDY 2018 for the floors above the basement.
25. The ability to change common reinforcements on all floors has been added for polygon group curtains. Curtain group can be listed on all floors.
26. Reinforced concrete projects were transferred to Tekla.
27. Improvements have been made to linear performance analysis.
28. In the vertical drawings of a single storey column, the plan drawing of the column is aligned under the vertical opening.
29. In the column beam connection shear safety dialog, arrangements have been made regarding intermediate lines, direction explanations and display of combinations.

Works for version 10.11 :

30. Improvements have been made to linear performance analysis.
31. Explanation visuals and structure information were arranged in linear performance analysis reports.
32. The "final selection" command was not used in 2D drawing windows. Its use is provided. (Lutfullah Ozhan)
33. In the project where there is a column/wall with no reinforcement defined, program closure during performance analysis has been fixed. (Project by Mehmet Dindaş)

Works for version 10.10 :

34. According to TBDY 2018, a linear performance analysis and report was made to determine the earthquake performance of existing buildings.
35. Improvements were made in the risky building analysis report.
36. The dominant natural vibration period calculated for the equivalent earthquake load method is given in the dynamic calculation report.
37. Improved the overlapping of shoot dimension texts in some cases in curtain vertical opening. (Erdal Albayrak)
38. In the retaining wall, the difference between the drawing and the stirrup length in the quantity of the base tooth has been improved. (Erhan Mollaoglu)
39. Distance e1 was not working in butt plate beam joint joint. Improved.
40. The report preview view on the splash screen has been turned off.
41. Arrangements have been made for giving information about the building importance factor in the analysis settings report.
Improved the latitude longitude information reverting to default values in the TBDY 2018 wizard when the project name is changed in the 42nd Floor General Settings dialog.
43. Improvements were made to display the Ve and V limit values on the frets defined as the fret group.
44. When the project is saved as an old version, the program is closed. (Gray Oktay)
45. When a solution is made according to the 2018 regulation, reference is made to the relevant article of the 2018 regulation instead of the 2007 regulation in the static calculation report of the beams carrying the columns. (Mehmet Dindas)
46. Fixed a case of program closing when "column sizes inverted" in some projects.
47. In the analysis settings report, Ta, Tb values were arranged as 3 digits after the dot. Previously, it was given 2 digits.
48. In the project, which had a longer analysis time than 10.05, the analysis time was optimized. (Ersin Açıkgöz)
49. When the 2018 earthquake regulations were used in the report, the ground strength expression was adjusted.
50. Improved 3D Plan DWG export process.

Works for version 10.09 :
02.05.2019

1. Risky building analysis and report was made in accordance with the regulation on the determination of risky buildings for 2019.
2. "Consider the contribution of tie beams (Nv) that do not meet the 1/3 condition in the calculation of the shear wall total tipping moment" option has been added in the analysis settings.
3. Structure overturning moment controls report has been added according to the modal shear forces and modal overturning moments calculations given in TBDY 2018 Annex 4B.
In the 4. Element reinforced concrete end forces tab, the options to list the end forces of each loading separately or according to the maximum values have been added.
5. ideCAD Wrep is now available.
6. The report preview panel has been added, showing the reports opened by clicking on the structure tree.
7. In column application and vertical expansions, the reinforcements can be displayed in different colors according to the type with the options in the drawing settings.
8. Additional studies were carried out for the design of the cross-end joint according to the earthquake code.
9. Added automatic scaling of icons in general settings for icons to appear small on 4K monitors.
10. Explanation images in the curtain shear safety report have been edited separately for limited and high ductile.
11. Intermediate version information is now given in the top heading of the report. (Pendik Municipality)
12. Beam cutting safety report has been rearranged.
13. Improved the control of column stirrup spacings and their display in the reinforced concrete dialog. Overlay/middle/compress/combine in dialogregion ranges. As a result, missing As messages do not occur. Stirrup tightening zone range is not selected more than 6fi.
14. Structure tree - Static State - If Ez(r) loading does not occur, the vertical elastic spectrum is no longer given in the analysis settings report.
15. Improved curtain report on basement floor curtains when "apply ductile materials to rigid basement" line is not checked in analysis settings (Basri Akyıldız)
16. Some texts were overlapping while taking the mold plan. The drawing optimization has been improved to prevent this. (Deniz Bayram, Birol Güzel)
17. In the building summary report, adjustments were made depending on the flooring type and floor type selection.
18. The process of converting TBDY 2017 project to 2018 project has been improved.
19. Grid and Border Settings were not available from the right-click menu. It is now available. (forum exen, miralay, mkrts88, fuatturan)
20. Improvements were made regarding the Nk buckling load calculation.
21. The project made in version 8 could not be opened in version 10.05 and entered into the reinforced concrete dialog. It can now be entered.
22. TS500 Equation has been changed to 7.4 limit value in accordance with its usage instead of TS500 balanced reinforcement ratio text.
23. In the analysis settings, the text that appears as Stiffness irregularity coefficient nki>2 (TBDY 2007) has been changed to TBDY 2018.
4.3.2.4 a and b items and 4.3.4.5 controls have been developed for 24. Group curtains and angled curtains, depending on the direction. (Basri Akyıldız)
25. For the DD3 values, which are the basis for the relative story drift, improvements have been made in the earthquake wizard so that it is not necessary to define the DD1 values first.
26. Improvement has been made to show combinations of additional eccentricity and additional eccentricity in reports and dialogs. (Erhan Mollaoglu)
27. The program was closed when the curtain lines were double-clicked in the reinforced concrete curtain group. It's been fixed.
28. After the update, the keyboard shortcuts and toolbars added in the previous version are now preserved. (forum siromar)
29. A missing reinforcement message was formed due to the tightening of stirrups on the column support at one end of the beams that were empty. Improved.
30. In a project, the program was closing while receiving a column application plan in the basement. It's been fixed. (forum gyatko)
31. Column sheathing drawings are also given optionally in column vertical expansions.
32. The program was closing while changing the column dimensions in a project. It's been fixed.
33. Improvements were made regarding the commonization of the plan drawings given in the column application plan and the vertical opening of the curtain and making the differences.
34. High ductility level in earthquake code general report 4.3.4.5. If the BYS arm is provided in the control, "received" is written instead of "must be received".
35. An improvement has been made to prevent the crossties connected to vertical reinforcements in rectangular columns from being different compared to 10.03. (forum ottomancagatay)
36. Improvements were made regarding the determination of the length of the headboard area in angled joining curtains.
37. TS 500 item 8.1.6 control has been added for the middle region stirrup spacing of the beam.
38. If TBDY 2018 is selected in the building general information report, the term base pressure is written instead of ground tension.
39. In the slab thickness control report, the cassette slab was written as rib. Improved.
40. The direction of the column no longer changes when the column is moved from the node.

Works for version 10.05 :

1. In the TBDY 2018 wizard, the parameters of DD-3 can be seen and changed for the relative floor drift control in the design spectrums tab. The changed parameters are used in the background only for the relative story offset.
2. Added layout for tracking calculation results in the build tree. Results of the whole structure or elements can be obtained from the list added in the Results folder in the structure tree.
3. During the analysis, the information on whether Ritz or Eigen was used in the modal analysis stages is given in the analysis status window.
4. When a joint is made on one end of any secondary beam to the main beam, when the same connection is made on the other end of the same secondary beam, the joint is automatically formed in the same direction as the other end. (Tolga Aydoner)
5. According to TBDY 2018 article 4.9.1.4, the lambda value used in the relative story drift calculation is displayed both in the relative story drifts report and in the analysis settings dialog.
6. In the analysis settings, the option whether to apply TBDY 2018 4.3.2.4 to all curtain wall systems has been added.
7. Adjustments were made in the analysis settings report within the scope of TBDY 2018.
Adjustments were made in the preliminary information section of the 8th Act report.
9. Adjustments were made in the preliminary information section of the beam report.
In the 10th Floor general settings, the term Roof has been changed to Elevator/Engine Room.
11. "Calculate contour" command was not working in case of floors without carrier element in the project. It works now.
The schematic representation in the 12th generation combination resources tab was incorrect. Fixed.
13. Dynamic analysis reportThe building floor maximum loads printed on the page were removed because they were not used.
14. In the project, some columns were not supposed to be connected to the rigid diaphragm. It looked connected. Fixed. (Sukru Sahin)
15. The case that the load information page is blank in the secondary steel beam report in the project has been fixed.
16. Steel exposure settings command icon has been changed.
17. R lover and Space lover commands are added to the drop-down list under the lover command in the ribbon menu.
18. In the TBDY 2018 wizard, the selection of coefficients shown in Table 4.1, where R and D coefficients are selected for high ductility level in steel selection, has been adjusted.
19. In the TBDY 2018 wizard, steel structures have been made selectable for high ductility C11 structure type, BYS>3.
20. When you want to close the window without completing the TBDY 2018 account wizard, the warning text was in English, it was made in Turkish. (Erhan Mollaoglu)
21. In the floor classes table in the TBDY 2018 wizard, the values of the ZE floor class did not appear the same as the regulation.
22. In the TBDY 2018 wizard, for structures without DTS=3 and DTS=4 4 class, the ductility level limited option in case of single-direction threaded flooring is turned off.
Fixed the situation where the cross was not thrown within the 25fi condition in the 23rd column.
24. Link beam adherence rate control report was included in the general report of earthquake regulations.
25. Ladder information text was not appearing in the ribbon menu. It's out now.
26. Displaying large blocks in red while drawing objects slowed down the work. In blocks, this notation has been removed and now only walls, beams, lines, etc. displayed for objects such as (Forum servany2)
27. The section page DWG was not exported. The program was crashing and closing. Fixed (Erhan Mollaoğlu)
28. Explanation for Ez(G) has been added in the description of loading and combinations in the report.
29. The revision in the report title and the version information were conflicting. Editing done.
30. Explanation visual of the slab in-plane shear and stress control report has been renewed.
31. The R coefficient selection reason image in the general report of earthquake regulations has been renewed.
32. Visuals of individual and continuous basic reports were renewed within the scope of TBDY 2018 regulation.
33. The project would sometimes break while opening, sometimes while analyzing. Fixed. (Yusuf Yılmaz's project)
34. Fixed displacements and relative displacement limit values changing in the relative displacement report in consecutive analysis.
35. Fixed the program crash when closing the post analysis settings dialog in the TBDY 2018 wizard.
36. The ground class changed in the basic ground tab did not change on the TBDY 2018 spectrum page. Fixed.
37. In the project, the free mass of the building, which was given in the dynamic analysis report entry section, seemed to be greater than the total weight of the building. Fixed.
38. Items 4.3.2.4a and 4.3.2.4b controls were not seen in the project's tipping moment control report. Fixed. (Emre Sevim)
39. In the projects, the cases where the shear forces of the continuous foundation shear forces in the rafter raft foundation system were large were resolved. (Wheel structure, Selahattin Bektaş, Özge Öncü)
40. In the basement floor, the curtain contours have been drawn incompletely on the curtains that intersect with the soil curtains.
41. An improvement has been made on Equations (4B.7) and (4B.2.4), which are used to calculate the largest base tipping moment encountered in some projects.
Works for version 10.03 :

1. Relevant arrangements and improvements have been made in the rollover moment control. You are informed as a result of the report.
2. "Apply 4/5R" option for both directions has been added to the analysis settings for tipping torque control.
3. Mdev moments in the side curtain were controlled as less than M0/6. Fixed.
4. In the project, although there was no curtain on the side axle, the side curtain tipping control was being carried out. Fixed.
5. Adjustments were made in the column preliminary information report according to TBDY 2018.
6. In the beam preliminary information report, adjustments were made according to TBDY 2018.
Adjustments were made in the 7th curtain preliminary information report according to TBDY 2018.
8. The rib and cassette preliminary information report was adjusted according to TBDY 2018.
9. Although the curtain on the side axis was in the y direction, the controls were made for both directions. Fixed.
10. In the project, there was a problem of connecting the rigid arm from the column joint point. Fixed.
11. Bolt holes were not formed in the drawings when the inner side slip plate connection was defined in the U profile. However, bolts were formed in the drawings when defined on the outside of the profile. Fixed.
12. The program was closing during the analysis in the project with a basement and beamless slab system. Fixed.
13. Effective section stiffnesses were not used in column axial load control. It is now used. (Emre Turutoglu)
14. In a model where data entry was made with a wizard according to the new regulation, some options selected in the wizard remained in memory when the old regulation was returned. As a result, extra processing was done in the analysis and unnecessary results were printed in the report. (Erhan Mollaoglu)
15. Relative story offsetThe explanations at the beginning of i have been renewed.
16. In the reinforced concrete beam report, in the reinforced concrete calculation section, the combinations and numbers did not fit into the table. Fixed.
17. In the steel union report, the articles were mixed with each other. Fixed.
18. On the axial force control page in the steel cross report, element names, combinations and forces were mixed up. Fixed.
19. An explanation image has been added to the cross report for TBDY 2018 Article 9.6.3.4.
20. In the project with B2 irregularity, the alpha variable used in the beta coefficient determined for increasing the dynamic analysis internal force and displacements according to the equivalent earthquake load was taken incorrectly. Fixed.
21. Improvements were made in the earthquake regulation parameters report.
22. Arrangements were made for combinations that did not fit in the reinforced concrete design dialogs.
23. Within the scope of TBDY 2018 7.11.3, improvements regarding in-plane tensile, compressive and shear stress controls were made in floors with or without beams.
24. Adjustments were made for situations that did not fit in the raft basic reports.
25. Correction was made in the project regarding the floor height in the relative displacement and irregularity controls. (forum-dolphins)
26. Improvements were made to the title files.
27. Improvements have been made regarding the connection beam dependency calculation.
28. Fixed the case where the "roof" selection made in the floor general settings in the analysis settings wizard was not active.
29. When TBDY 2018 is selected, the earthquake zone information given in the R coefficient selection reason report has been removed. (Basri Akyıldız)
30. TDY 2007 texts given in analysis settings report when TBDY 2018 is selected have been removed.
31. With TBDY 2018 selected, the soil type was displayed according to 2007 in the optional report Foundation - Soil section. Fixed.
32. Parameters related to TBDY 2018 have been added in the analysis settings section of the optional report.
33. There was no analysis in the Pier project. Fixed. (Erkut Korucuoğlu Project)
34. The program was crashing while saving the project. Fixed. (Hüseyin Uygun's project)
35. In the stage part of the project, instead of two different rigid diaphragms of the program, a single rigid diaphragm was determined. Fixed. (forum Olcay AYDIN's project)
36. Turkish typographical errors in various places in the program have been corrected.
37. The explanation of "frame columns articulated state" has been added to the end of the combination explanations made for beamless flooring.
38. Changes made to the ground class and spectrum coefficients in the TBDY 2018 Analysis settings wizard in the project were not reflected in the Analysis settings/TBDY 2018 Design Spectrum tab. Fixed. (Erkut Korucuoğlu's project)
39. Fixed the case where the Building Height Class appears to be different in spelling in the TBDY 2018 Analysis Parameters report.
40. In a project, a floor, formwork plan and architectural section were not included. The situation has been corrected.
41. The system cannot be resolved error occurred in the project. This situation, which depends on the number of curvatures of the circular beam, has been fixed. (Forum Olcay AYDIN)

Works for version 10.02 :

- Multi-stage analysis of building systems with non-beam slabs (Cork slab analysis)
- Curtain tipping controls according to TBDY 2018 articles 4.3.4.5 and 4.3.4.6
- Curtain tipping controls and determination of R value according to TBDY 2018 article 4.3.2.4
- Within the scope of TBDY 2018 7.11.3, in-plane tensile, compressive and shear stress controls arrangements and improvements were made in floors with or without beams.
- With the addition of a roof column in the TBDY 2018 Wizard, elevator tower, equipment room, etc. regulation in the determination of BYS in case of
- Improvement of load direction display in Add horizontal load to curtains command
- Regulation on second order effects control in Structure Summary/Transfer and Irregularities Report
- Arrangement in Building General Information Report in accordance with TBDY 2018
- Design moments format arrangement in curtain report
- Correction of spelling of height difference between stirrup drawings and quantity
- Combination coefficient correction of vertical earthquake effect in YDKT and LRFD regulation selections
- Correction of slab gap command in trapezoidal sheet composite slabs
- T-shaped polygon column stirrup and cross tie drawing arrangement
- Suppression of A21 and A22 selections in mixed system for unidirectional threaded floors in TBDY 2018 Wizard
- Fix for offline option in TBDY 2018 Wizard
- Preventing program crash in dwg export
- Editing in optional report and analysis settings due to lack of floor groups in TBDY 2018
- Regulation on foundation tie beam controls within the scope of TBDY 2018
- Easy access to data entry, design and drawing commands with new Ribbon menu design and additional top and side toolbars
- Editing in title and block files according to TBDY 2018
- Weld metal classes regulation in accordance with TBDY 2018 article 9.2.3.3 Regulation on joint welding electrodes in order to comply with Table 9.1
- Creating TBDY 2018 earthquake parameters report
- According to TBDY 2018 7.11.2, the thickness of the flooring in filled or unfilled cast-in-place gear flooring systemscontrol
- Control of ductility level, selection of R and D coefficients conditions for BYS=1 case in TBDY 2018 wizard
- Fixing mold plan section scanning errors in dwg export application
- Fixing the overwriting problem in case of unit change in the load analysis report
- Edit for the case of no stair analysis in the stair general information report
- Graphical error correction when using inter-element coating command in steel structure systems
- Graphical editing in combination row in continuous basic report
- Setting the limit value as BYS=8 for C32 status in the TBDY 2018 Wizard
- Arrangement of stirrup spacing control in the beam tightening zone
- Addition of earthquake reduction coefficient in retaining and well foundation reports
- Preview for all materials in the material dialog

ideCAD Static 10.00 innovations and improvements :
New features added in version 10.02 are marked in bold below.

1- Interface
- TBDY 2018 Wizard for determining performance targets with Earthquake Level, BYS, BKS, DTS and Design/Assessment Methods in Chapters 1, 2, 3 and 4
- Obtaining Horizontal and Vertical Elastic Spectra with online and offline options and data from AFAD
- Selection option for calculating the vertical earthquake effect with spectrum
- Modeling, analysis and design of core/polygon curtains in accordance with the regulation with the feature of grouping curtain arms
- Infrastructure required for the type of hollow curtain carrier system in analysis and design with tie beam identification feature
- Determination of horizontal load bearing system elements for steel structures
- Modeling of the Rigidized 4-Bolt Joint from the joints recommended with TBDY 2018 Annex 9B.2
- Ability to assign shortcuts for commands in the ribbon menu
- Easy access to data entry, design and drawing commands with new Ribbon menu design and additional top and side toolbars
- With the addition of a roof column in the TBDY 2018 Wizard, elevator tower, equipment room, etc. regulation in the determination of BYS in case of
- Steel secondary beam and composite slab modeling by selecting reinforced concrete shears and beams
- Composite design for steel main beams
- Opening gaps and offset to slab edges in steel slab types
- Trapezoidal sheet type and concrete reinforcement type selection for composite flooring drawings
- TBDY 2018 Annex 9B.2 Modeling of Rigidized 4-Bolt Joints
- Modeling of girdle reunion as an alternative to purlin reunion
- Modeling vertical and horizontal stiffening combinations with enhancement in the stiffening macro
- Showing the column drawings in the column design dialog and changing the diameter and spacing of the reinforcement on the drawing
- Displaying the curtain drawings in the curtain design dialog and changing the reinforcement diameter and spacing on the drawing
- Displaying polygon curtain drawings in the curtain group design dialog and changing the reinforcement diameter and spacing on the drawing

2- Analysis
- Fixed single-mode pushover analysis
- FIBER modeling of reinforced concrete (wrapped and unwound) and steel materials
- Pdelta analysis
- Determination of psychma effects
- Analysis by Dynamic Method to determine the additional eccentricity effect
- Dynamic analysis for structures with basements and transitional floors (two-stage analysis method: TBDY 2018 4.8.5)
- Multi-stage analysis for non-beam flooring (Mushroom Flooring) (TBDY 2018 4.3.4.4)
- Curtain rollover controls as per TBDY 2018 4.3.2.4
- Curtain rollover controls as per TBDY 2018 4.3.4.5, 4.3.4.6, 4.3.4.7
- Automatic generation of effective section stiffnesses for combinations involving only the earthquake effect,
- Automatic use of D (Excess of Strength) coefficient suitable for ductile and non-ductile behavior in reinforced concrete and steel elements
- Irregularity Checks
- Control of tie beam definition (tie degree) in hollow walls
- Relative story drift limit values in Chapter 4, second order indicator value, Magnification coefficient for internal force and displacements determined from modal analysis according to Equivalent Earthquake load, sufficient vibration mode number calculation updates
- Calculation of the forces transferred to the foundation in accordance with the regulation in structures with and without basement

3- Design
i) TBDY 2018
- Shear safety in columns, beams and shears; column and wall axial force; Updates to column-beam junction shear safety controls
- Column longitudinal reinforcement overlapping, tightening; beam support reinforcement ratio update in tunnel formwork project curtain reinforcement ratio calculations
- Control of in-plane and out-of-plane axial and shear stresses of floors in buildings with slabs with or without beams as per TBDY 2018-7.11.3
- Design of steel frames with high ductility and limited moment transmission in accordance with TBDY 2018
- Design of high ductility and limited central braced steel frames in accordance with TBDY 2018
- Application limits and strength controls for moment-transmitting connections given in Annex 9B
ii) Reinforced Concrete Design - Creation of mutual influence diagram for column design according to TS 500
iii) Steel Structure Design
- AISC Design Guide 31 adaptation for composite design of honeycomb beams
- Adaptation of the 2018 revision of the Regulation on the Design, Calculation and Construction Principles of Steel Structures
- Connection of Box/Pipe Profile steel columns to the foundation/column foot combination design
- Automatic joint design of single angle connections in accordance with the predefined plastic design
- Automatic joint design of double gusseted joints in accordance with the predefined plastic design
- Automatic joint design in accordance with the pre-defined plastic design of the joint with a single slip plate
- Automatic joint design in accordance with the pre-defined plastic design of T-profile joint
- Joint automatic design in accordance with the predefined plastic design of sliding joint with faceplate
- Automatic joint design in accordance with the pre-defined plastic design of non-rigidized 4-bolt joint
- Automatic joint design in accordance with the pre-defined plastic design of rigidized 8-bolt joint
- Joint automatic design in accordance with the pre-defined plastic design with lap plate joint joint

4- Drawings
i) Reinforced Concrete Drawings
- Development of reinforcement curtain drawings and anchorage details
- Column longitudinal reinforcement arrangement
- Stirrup and cross tie detail
- Transverse reinforcement arrangement in columns
- Header zone arrangements on curtains
- Composite beam application plan and sections, reinforcement layouts
- Improvement in circular column sheathing drawings
ii) Steel Drawings
- Single element and assembly drawings of only selected elements can be taken
- Shear nails application plan, sections and reinforcement layout for composite beams
- Adding strut rods and strut sleeves to isometric drawings, application plans and axle drawings
- Attachment of struts and strut sleeves to individual element and assembly drawings
- Development of layers
- Preserving the same naming in steel drawings in case of user-defined naming on steel elements
- Detailed bolt information on steel assembly drawings
- Options to include the pose and cross-section names of the elements in the application plans

5- Reporting
- Fixed single mode pushover analysis (Pushover) detailed report
- For TBDY 2018 Chapter 4, the above-mentioned relative floor drift, second order indicator value, magnification coefficient according to Equivalent Base shear force etc. update in reports with calculations
- For TBDY 2018 Section 7, the above-mentioned column, beam and wall shear safety, axial force controls, etc. update in reports with calculations
- Detailed reports of moment-transmitting frame members for steel structures
- Detailed reports of central braced frame members for steel structures
- Junction design reports
- Adding struts and strut sleeves to the detailed steel bill of quantities
- Shear nails table for composite beams to detailed steel bill of quantities
- Detailed quantity report of only selected elements
- TBDY 2018 Earthquake parameters report was created.
- Curtain reports compatible with curtain rollover controls as per TBDY 2018 4.3.2.4
- Curtain reports compatible with curtain rollover controls as per TBDY 2018 4.3.4.5- 4.3.4.6, 4.3.4.7

v10.00 newly added possibilities (based on v8.62):
1. Moment-curvature relationship graphs and reports have been added for columns, walls and beams according to design material models according to strength and deformation.
2. Capacity design calculations and diagram drawings were made in columns, walls and beams according to design according to strength and design material models according to deformation.
3. The section cell (fiber) was designed according to the design according to the strength and the design material models according to the deformation
4. Added the ability to scale and transform the acceleration register.
5. Nonlinear pushover analysis was performed. Base Shear Force-translation curves and modal capacity curves are drawn according to the loading conditions. In addition, the damage conditions of plastic hinges can be examined in 3D visualization.
6. TBDY 2018 7.11.3 Controls and report of in-plane tensile, compressive and shear stresses for beamed or non-beamed floors are added.
7. Within the scope of TDBY 2018, within the scope of articles 4.5.10.4a, b and c, besides the additional eccentricity effect, earthquake calculation is made, internal forces and displacements are made in the bearing elements other than the floors, and these sizes are used in the floor design. The internal forces and displacements based on the design for the structural system elements other than floors and beams are determined from the envelopes obtained from these loadings.
8. According to 4.5.8 within the scope of TDBY 2018, effective section stiffnesses are applied in the calculations to be applied only in the calculations under the loads included in and entering the earthquake-effective load combinations.
9. Within the scope of TDBY 2018, axial force control on columns Ac >= Ndm / (0.40 fck) was added and the report format was changed.
10. Column shear safety report and <= 0.85 Aw root(fck) control added within the scope of TDBY 2018 i and report format changed.
11. Within the scope of TDBY 2018, the normal definition of ductility level was changed to limited ductility level.
12. Within the scope of TDBY 2018, changes were made in the beam support reinforcement ratios.
13. Within the scope of TDBY 2018, shear safety control of beams was added and the report format was changed.
14. Within the scope of TDBY 2018, shear safety control of column beam junction area was added and report format was changed.
15. Within the scope of TDBY 2018, controls for curtain cross-section and wall thickness conditions were added.
16. Wall thickness control in tunnel formwork projects within the scope of TDBY 2018 min. Added 20cm control.
17. Within the scope of TDBY 2018, the control of curtain reinforcement ratio in tunnel formwork projects was changed.
18. Within the scope of TDBY 2018, cut safety control of the curtains was added and the report format was changed.
19. Within the scope of TDBY 2018, the rules to be followed in the design of moment-transmitting frames were regulated.
20. Within the scope of TDBY 2018, the control of the bolted joint with the header plate was carried out.
21. Within the scope of TDBY 2018, full penetration butt welded joint controls were carried out.
22. Within the scope of TDBY 2018, checks were made for the lap plate column/beam attachment joint.
23. Equation 8.25 used in the design of pressure elements within the scope of TDBY 2018 has been adjusted.
24. The equation given in detail is used for the calculation of the phrase My used in Equation 9.54 within the scope of TDBY 2018.
25. Within the scope of TDBY 2018, the value used in buckling control was adjusted by lateral translation in Section 13 body.
26. Within the scope of TDBY 2018, the letterheads used in the drawing were adjusted.
27. Added TDBY 2018 Analysis settings wizard.
28. Analysis settings dialog design has been changed within the scope of TDBY 2018.
29. Within the scope of TDBY 2018, regulations were made for Ra(T) Earthquake load reduction coefficient.
30. Curved, hooked-hookless drawing options have been added to the curtain parameters according to TBDY 2018 in curtain drawings.
31. Within the scope of TDBY 2018 in steel elements, regulations were made regarding the condition that the columns should be stronger than the beams.
32. Within the scope of TDBY 2018, arrangements were made for frames with central braces with high ductility level.
33. Within the scope of TDBY 2018, regulations regarding central braced steel frames with limited ductility level were made.
34. Within the scope of TBDY 2018, reinforcement overlays are made in the middle region of the column and additional compaction is created in this region.
35. Within the scope of TDBY 2018, the option to Get spectrum function parameters from AFAD Map has been added.
36. Within the scope of TDBY 2018, arrangements were made in combinations.
37. TS500 balanced reinforcement ratio is checked. Reinforcement rates are given in the report and the reinforced concrete dialogue.
38. Within the scope of TDBY 2018, sufficient modal mass ratio was increased from 90% to 95%.
39. Effective relative floor drift calculation and report within the scope of TDBY 2018
40. Within the scope of TDBY 2018, according to Article 4.9.1.3, arrangements were made to be used in floor drift limit control. The option was put in the analysis settings.
41. Within the scope of TDBY 2018, the calculation of earthquake load amplification factor was changed according to Article 4.8.4.
42. Removed Ao parameter in Analysis settings for TDBY 2018.
43. Within the scope of TDBY 2018, the second order indicator value calculation has been changed.
44. Within the scope of TDBY 2018, the calculation of internal forces, which is the basis for the design of buildings in Bodrum, was added with the article 4.10.1 Modal calculation.
45. Calculation of vertical earthquake effect has been added within the scope of TBDY 2018.
46. Within the scope of TDBY 2018, arrangements were made regarding the calculation and report of effective relative floor drifts.
47. A visual was created in the dynamic analysis report within the scope of TDBY 2018.
48. Within the scope of TDBY 2018, report visuals for Chapter 9 Moment Transferring Frames were prepared.
Within the scope of 49. TDBY 2018, basic tie beams were checked.
Within the scope of 50. TDBY 2018, the visuals in the employee preliminary information reports were arranged.
51. Within the scope of TDBY 2018, the message that the concrete class less than C25 cannot be used has been added.
52. Within the scope of TDBY 2018, if Article 4.5.4.5 does not provide tie beam control, the degree of adherence control and reports were prepared in accordance with the condition that the curtains should be considered as curtains without gaps.
53. Within the scope of TDBY 2018, curtain axial force control and report visuals were created.
54. Within the scope of TBDY 2018, checking the cross-section conditions of circular columns and rectangular columns was added.
55. Within the scope of TBDY 2018, the condition of being a curtain length/thickness ratio was set to 6.
56. Edits were made in the title and block files.
57. Change object layer command was not working on all layers. It works now (forum Nyilmaz)
58. Steel Object Settings line has been added under the Settings menu in the classic menu layout. Under Steel Object Settings, commands that open the settings for all steel elements are listed.
59. Drawings of tension rods were made.
60. Added double and single gusset joint.
61. The possibility of making only welded joints in box profiles has been added.
62. Added the ability to define cross-sections of secondary beams as honeycomb beams.
63. Added support zone combination
64. Whole column foot In addition to the combinations, the end nut, the level adjustment nut, and the initial double nut modeling have been added.
65. Bolt list with bolt information in steel assembly drawings has been added. Information is given on which element, length, and number of bolts to be mounted.
66. Curtain-curtain intersection areas were not shown in the curtain plan drawing. It is now displayed with a dashed line.
67. Tension bars defined for purlins are now shown in roof plan and sections.
68. Added new purlin band combination for lovers.
69. Spacer plate has been added as a separate parameter for the part that protrudes beyond the profile where the plate is attached at the junction. Previously, this distance could be directly equal to the diameter of the weld.
70. Reference and Analysis sections have been added to the Joining Tab in the Ribbon Menu, as in the steel and reinforced concrete tabs. (can't tell from the forum)
71. Within the scope of TDBY 2018, full penetration butt welding can be used in the connection of the body plate to the column of the head plate bolted joint.
72. While the project is being loaded, the name of the project and the last saved version information are displayed on the preview screen.
73. It can also create composite flooring by choosing reinforced concrete shears and beams. By choosing reinforced concrete curtains and beams, steel secondary beams can be entered. Reinforced concrete shear and beam are now included between the outer frame members selected to define the composite slab to allow for the composite design of these secondary beams. (Tolga Aydoner)
74. Improved elements that can be selected when creating composite flooring. Reinforced concrete beam, shear wall, steel beam, any of the group secondary beams (on the basis of element), single secondary beam can be selected.
75. Added gapping in composite flooring. The space opened by selecting an element opens from the inner lines of the selected elements.
76. Edge offset added by selecting edge in composite slab, tile line or gap line.
77. If the element is selected and ctrl+q is pressed, the element reinforced concrete dialog is entered.
78. The initial splash screen has been made. Resources sections on the splash screen with links to recently opened projects, social media links, announcements contact information, help, updates, videos and manuals
79. Added command search line in Ribbon menu layout.
80. An option to write profile names in steel application plans has been added.
81. Only drawings of selected elements can be taken in my steel drawings.
82. The new joint horizontal stiffening can be modeled as a sub-mode of the stiffening joint.
83. The rigid arm creation method in reinforced concrete beams has been changed to be compatible with Sap2000.
84. Beam etc. in plan. It is more clearly shown that the cursor is catching the element when drawing or when the cursor is over the column beam.
85. Collective selection of scissors combinations was added via ctrl as in purlin combination (Basri Akyıldız)
86. A front plate joint can be modeled between the truss and the Column Head.
87. Added details in steel drawings related to composite flooring. Stud layout, composite flooring detail drawings, stud list added. (Fatih Doesn't Say)
88. Added single slip plate joint.
89. Added double gusset joint.
90. Single angle joint added.
91. Added butt plate slip joint.
92. Added 4 Bolt Rigidized joint.
93. Added 4 Bolt Unstabilized butt plate joint.
94. Added Rigidized 8 Bolt Joint.
95. Column foot design has been added for box profiles.
96. Added T-profile slip joint.
97. In steel drawings, different layers are created according to element types and dwg is exported so that these layers are formed.
98. Added shim plate to lap plate joint joint.
99. For the header plate welded joint, the header shim has been added to the types and plates section, as in the header plate bolted joint.
100. Added command line editor for editing command line shortcuts.
101. More than one group can now be selected in the group list command.
102. In the 3D visualization, the cross-sectional effects of the curtains in the curtain group are combined and shown at the center of gravity of the section.
103. A visual has been prepared for the report of the Rigidized 4 Bolted Butt Plate joint.
104. Updated visuals for Butt Plate moment-transmitting joints.
105. When opening the program for the first time, it asks to use the Ribbon menu layout. According to the yes/no response, the program activates the ribbon menu or the classic menu.
106. When loading the project made in TDBY 2007 regulation, the question of converting to TBDY 2018 has been added.
107. TBDY 2018 Building general information report has been edited.

v10.00 developed possibilities (according to v8.62):
108. In the column application plan, the axial misalignment of the curtains was not measured. It is now showing.
109. In some projects added to the forum, column lengths were seen as negative or zero in column shear safety control. The situations in the projects have been corrected.(From B.Akyıldız, nory)
110. Fixed the case where beam tables were not drawn correctly in a project. (Sukru Sahin)
111. Column sprain Fixed cases where column free length was incorrect in lma calculation.
112. In the Column Summary Report, it was written that the lateral buckling was prevented in the column buckling calculation, but it seems that the lateral translation was not prevented in the Column Buckling Calculation report. Fixed.
113. The names of the tiles, whose names were printed on the right side of the formwork plans, appeared in the wrong coordinates. Fixed. (Sukru Sahin)
114. In DWG import, the texts in the frozen and closed layer were not imported, they are now.
115. Drawings were given incorrectly on the mantles of circular columns. Fixed. (Nedim Yilmaz)
116. Crossties and stirrups were not drawn in the polygon column. Fixed.
117. Texts that cannot be moved in body section blocks that do not work with the Quick move command in continuous foundation and beam expansions can now be moved.
118. When the column was entered into the reinforced concrete dialog for the second time, the k coefficients in the Buckling tab and accordingly the lk and beta values were changing. Fixed.
119. Rods drawn inside the column in the reinforcement curtain were sliding out of the column. Fixed.
120. The roof diagonally split beams were crossed like a single beam. It can now be thrown diagonally into the selected space between
121. Column-Beam Rigidified Faceplate non-working parameters have been adjusted.
122. Improvements have been made in modeling with the reinforcement combination so that it can be created faster and easier.
123. Improvements have been made to eliminate the occurrence of different crosses when purlins are defined in two spans and one span.
124. When trying to change direction at the Guse junction, the forehead plate was not forming as expected. Fixed.
125. In the project, when it was desired to make a definition between the columns with multiple crossovers, no crossovers were formed and the program would break if analysis was requested. Fixed.
126. Multiple diagonals could not be defined if the trusses were modeled right-handed. Fixed.
127. The union of the truss and the lower and upper heads of the truss were overlapping and the conflict was resolved.
128. The drawing was not rendering properly when the artificial column joint and column foot were defined. It's forming now.
129. Fixed incorrect purlin fusion when selecting I profile in purlins.
130. When the last type in the joint model was selected as the anchor type in the column foot joint, the program selection did not apply. He's doing it now.
131. In the stiffened shear joint, the parameters h1 and b1 were displayed, not those of the joint plate, but of the stiffening plate. Fixed.
132. In the project, a purlin was entered into a vault beam. While some combinations could be adjusted L, some remained in the U profile and could not be changed. Fixed.
133. While operating in the Scarecrow macro, it seemed as if it had been deselected on the 3D screen. Fixed.
134. When the coordinate box and Structure Tree were closed in the Ribbon menu layout, they could no longer be opened. Added show coordinate box command.
135. Single element drawings of the cross-joint plates were not produced in the project. Fixed.
136. Pipe profiles were not trimmed when welded joints were used on inclined beams. It is now trimmed.
137. Diagonals were not forming as expected in frames defined next to each other. Fixed.
138. In retaining wall drawings, retaining wall elevations were given in cm, now they are given in meters. (Sukru Sahin)
139. The program crashing when clicking Move in 2D drawings, which appears in some projects, has been fixed.
140. There was no warning in the Column Head-Reinforced Concrete-Punching dialog in the project. There was no warning in the raft base stapling check report. However, in the Radye basic summary report, a warning was given for the S05 column that did not provide stapling control. The warning is now issued.
141. In the project, if a part of purlins is entered and then multi-cross operation is performed, the number entered in the non-multi-cross purlin region would not occur. It is now being created.
142. When I defined the roof cross while the façade purlin was defined, the roof cross was not formed as expected. It's forming now.
143. Steel drawings that appear in a project could not be taken at once without removing the reinforced concrete elements. It could be bought individually, now it can be bought.
144. Lovers are no longer included in the analysis model by default. It can be selectively included if desired.
145. Could not assign keyboard shortcut for commands in ribbon menu. It can now be assigned.
146. In the project, the program was crashing while the basement was getting the column application plan. It is no longer locked. (İlhan Ergül's project)
147. After defining a scaffold to the file in the project, the polygon could not be created warning was displayed and the program was closing. Fixed.
148. The overlapping of cross-tie and stirrup writings, which can occur in narrow areas in the column application plan and curtain openings, has been fixed.
149. There was an excessive slowdown when entering the welded joint in the project. Fixed (Sami Kırlıoğlu's project)
150. In the point details of the crane joint, the sections assigned in the support section within the joint were not created in the drawings. Fixed.
151. Some combinations were shown in the report even though they were not designed. Unaccounted combinations are no longer shown in the report.
152. In the project, polygon column polygon When the n column was examined in the editor, it was seen that there were two nodes on the upper edge and the analysis was not completed in the polygon column. Improvements were made in the Polygon column editor to prevent this from happening.
153. In the project, one of the two curtains at the same location was connected to the rigid diaphragm, while the other was not. Fixed. (Selahattin Bektaş's project)
154. .2S etc. in installs in the build tree. instead of the display, it was shown as 0.2S.
155. The difference between the calculations under construction and the deflection calculations has been fixed.
156. In the project, when 6fi14 is changed to 6fi16 in column reinforcements, the situation where reinforcement appears as 0fi14 in the column application plan has been fixed.
157. In case of shears in the project, the detailed steel quantity was formed incorrectly. Fixed.
158. Enter the Floor General Settings dialog in the project. Select the basement floor, click the Delete line and delete the floor. When I clicked OK and exited the dialog, the program was terminated. Fixed.
159. In the project, the columns on the ground floor were connected to the raft floor on the 1st basement floor with rigid arms. This situation has been prevented.
160. The number and display of reinforcements in the curtain details of the curtains attached to the column were incorrect. Fixed.
161. If 0 is written in the additional height box given to the column for the last floor in the scaffolding macro, the program would warn that the polygon could not be created and close. Fixed.
162. In the Welded Joint with Head Plate, the h1 and b1 parameters of the header plate were visually inconsistent in the type and plate section. The incompatibility has been fixed.
163. In the project, move the cursor over the tile in the plan window or select the tile. The program was closing. Closing status has been resolved.
164. Linear Load value displayed incorrectly in load library dialog. Fixed.
165. The program was closing when many undo commands were applied after using the hol macro. Fixed.
166. If the mold plan section command is added to the Quick Entry Toolbar in the Ribbon menu and the mold plan is received, the program would be closed. Fixed.
167. In the project, horizontal crosses could not be formed on the trusses. Fixed.
168. The waiting time of the program at the logo on the splash screen has been reduced from 4 seconds to 2 seconds. It can be passed without waiting with a left click.
169. In the project, steel drawings could be taken in the expected order after deleting the D and E axes. Fixed. (Ruşen Özgür project)
170. When selecting the steel column and drawing a column with the draw similar object command, the column rotation angle was not taken into account. Fixed.
171. The steel column rotation angle could not be changed before the column entered.
172. In the project, when a distinctive rib type was selected in the column foot, the secondary rib would overflow from the plate. Fixed.
173. If the AISC 360-10 ASD or LRFD is selected when the box profile is used in the trusses, the results of the pulling elements were not visible in the design results. Fixed.
174. When SHS 100*50 section was defined for the steel column, the column names were not appearing in the plan drawings, but the names were appearing in an I profile column with these dimensions. Fixed.
175. A skin assigned to an object could be deleted from the profile build tree. Deletion is blocked. Added a check that the profile must not be assigned to any object in order to be deleted.
176. When the drawings of the artificial column joint are taken, the geometry is corrupted and the drawings are not formed properly.
177. There was a length measurement error in the pipe profile column with welded composition. The same problem existed for elements trimmed in angled joints. Fixed.
178. In bolted types of steel connections, instead of separate assembly of the bolted plates to both elements, the auxiliary element is mounted. The workshop bolt is active in combinations that are bolted to both elements.
179. In the project, where the basement curtains were given a negative upper level equal to the floor height, the program was closed during the analysis. This situation is blocked. (Erdem Gençkaya's project)
180. In some projects, the deformation color representation of the structure appeared incorrectly in the analysis model. Fixed.
181. With the command to hide the lovers, their tensions were not hidden together with the lovers. Fixed.
182. When the cross section of the crosses entered with the multiple cross command in the project is desired to be made 2*L40*4, the cross is formed incorrectly. Fixed.
183. In the case of a solution without superstructure interaction, the names of the elements to which the permanent foundations are attached were not written in the report. It is written now.
184. When the Details button was pressed on the empty lists in the Steel Design menu, the program was closed. Fixed.
185. When trying to get an optional report in a project, the program was closing. Fixed.
186. The program was closing itself while opening the file in the project. Fixed. (Project of Akkor Engineering)
187. Even if you uncheck the Use q*l*l/2 as minimum opening moment line in the continuous basic parameters and save the project, it was still selected when you close and open the program. Fixed. (forum-siromar)
188. Combination tab in the Ribbon menu has been rearranged by separating it into combinations with design reports or constructive combinations.
189. The Guse join is a k rotated 180 degrees If applied to the iris, the stiffener geometry was not forming correctly. Fixed.
190. In the semi-rigid solution of the project, the meshes of the P02 curtain in the 2nd basement floor were not formed. It's forming now.
191. If a connection is made between the reinforced concrete column and the steel column in the column foot design, the concrete class would not be perceived. It is now detected.
192. When the formwork plan and column application plan were received in the project, the program was breaking. Fixed. (Er-Tek Proje's project)
193. In the project, the weld of the truss joint was laid along the length of the truss head. There were also errors in the representation of point details in the drawings. Fixed.
194. After opening the layer list on the ribbon, another layer property changes when you move the mouse wheel to the bottom lines and click. Fixed.
195. When DWG is imported, Font sizes seem larger than they are. Fixed.
196. In the risky building analysis, although the ratio of shear forces was greater than 0.5, control was carried out according to the m limit value. Fixed. (Fer Moon Analysis Project)
197. If the secondary beams were modeled with honeycomb section, the honeycomb beam design criteria were not applied. It is now implemented.
198. For rectangular plate pipe profiles, the anchor plate d parameter was not working in the column foot joint. Fixed.
199. Improvements have been made to transfer to Tekla.
200. Enhanced Curtain drawings have been improved. Anchor reinforcement options have been added. (Suat Yildirim)
201. When modeling multi-cross, if the last command, the multi-cross command, is entered with the middle key, the program remembers the default value, not the last entered value. Fixed.
202. Asymmetrical triangles and scissors were drawing symmetrical ones. Fixed.
203. If you want to use the last command again after selecting any type in the scissors, editing and modeling, the last settings made are not available. Fixed.
204. Scissor settings for all scissor types have been made saveable to the project. By opening template projects, desired settings can be given to scissor types and saved.
205. The h5 and h6 values in the height section of the scissors were formed in such a way as to make the value in the elevation 0. It was not possible to model the scissors at a desired level. Fixed.
206. From the subtypes of scissors, multiple crosses could not be defined from left to triangular curved and straight scissors. Fixed.
207. Weld + plate combinations assigned to the truss created by using element defined truss can be assigned to other truss types as well.
208. In the T-profile Slip Joint, the horizontal and vertical bolts were placed in opposite directions. Fixed.
209. Free scan polygon could not be drawn in ideCAD Wrep program. Fixed.
210. Improvements were made to the drawings in case of the corner of the two curtains and the angled curtain-curtain intersection.
211. Arrangements have been made for lap-plate joint joints.
212. In single angle Joints, the notches worked in reverse. Fixed.
213. Arrangements have been made in cases where the analysis results change when the analysis options are changed and restored. (İsa Sayın) When a solution is made with TBDY 2018, such a situation does not occur anymore.
214. In the case of adding a console to the truss, if data is entered with multiple crosses, a cross was created in the console part in one direction, but not in the other direction. Fixed.
215. If the wind combination was used between the column and the truss, the joint geometry was formed incorrectly. Fixed.
216. The joint joint with the lap plate was welded on the beam bodies even when only bolted was selected. Now only a welded join is welded.
217. In the joint joint with overlay plate; The d parameter in the dimensions section in the attachments subtab with the overlay plate was not working. Fixed.
218. When transferring to Sap2000, warnings are given about stiffness reductions for temperature differences, the use of rigid diaphragms for vertical loading, and general stiffness reduction applications.
219. Horizontal placement of bolts was not formed in appropriate geometry in bracketed connections. Fixed..
220. Incorrect geometry was generated when multiple diagonals were modeled in curvilinear beams. Fixed.
221. The analysis period took a long time after the crane was defined in the project. Fixed.
222. There were very different PMM rates whether purlins were included in the carrier system or not. Fixed.
223. Cold rolled Z sections are no longer included in the analysis system and a warning is given when trying to include cold rolled C sections in the system by the user.
224. In the analysis settings, the text Apply horizontal story forces calculated by combining Mode contributions has been changed to Multi-modal Equivalent Earthquake Method, and the text for combining mode contributions from element-specific results has been changed to Mode Combination Method.
225. In the project, the scissors were not visible on the perspective screen. Fixed (Sami Kırlıoğlu's project)
226. In the project, if a coating was defined for the purlins, the program was closed. Fixed.
227. Steel naming settings have been added to the ribbon menu.
228. Added Tension Cover Table detail block for tension rod drawings.
229. In modeling composite slabs, slab Stud nails are placed regardless of whether the steel beams and sub-beams under it are parallel or perpendicular to the floor.
230. The situation where the relative floor offset was checked incorrectly in the risky building analysis has been fixed.
231. For the deflection limit of steel beams, it can now be selected as the moment diagram or the element length when looking at the previously unoccupied paint.
232. For the deflection limit of the shears, it can now be selected as the moment diagram or the element length, while looking at the previously unoccupied length.
233. In the project, when only the steel joint was entered and the project was closed, it was not asked whether to save the changes. It is now being asked.
234. Beneath the inclined columns consisted of the foundation support. The columns were not connecting with each other. Connecting now (forum maniac)
235. The appearance of the profiles under Sections was not automatically updated to show the new item name when the Item name was changed in the build tree. Updating now.
236. The Select None command was not working for nodes. It works now.
237. Horizontal reinforcements of the continuous basement perimeter curtains were extended to the system curtains by extending the anchorage length.
238. The regulation used is written on the report title pages.
239. Only the quantity of selected elements can be taken. (Suat Yildirim)
240. In the dwg export dialog, the unit is cm. When selected, the writings were on the reinforcements. It doesn't come anymore. (Erhan Yalcin)
241. When the pose numbers (P1, P2, etc.) in the reinforcement table are exported and opened in Autocad, they appear as R1, R2. Fixed. (Sukru Sahin)
242. During the transition of the project, there was a slowness due to an article written from intensive scans, optimization was made and accelerated. (Cihangir Erdogan's project)
243. Optimization has been made for slowness in dwg import and working speed.
244. Improvements have been made to the column application plan for curvilinear polygon columns and column vertical expansion.
245. The image of the texture used in the materials defined in the material dialog is displayed in the dialog.

ammer · Dec 13, 2018

Re: ideCAD Static IDS v10 Released WAW

WHEN WILL RELEASE?

mkrts88 · Dec 13, 2018

Re: ideCAD Static IDS v10 Released I couldn't find download links?

nurgulkaya · Dec 14, 2018

Re: ideCAD Static IDS v10 Released

"mkrts88":2ocqouw4" said:
I couldn't find any download links ?

Hello, if you contact the Istanbul or Bursa office as stated in the article above, it will be helpful. Studies.

Ismail Hakki Besler · Dec 14, 2018

Re: ideCAD Statik IDS v10 Yayınlandı

ammer":gn3jnl11 said:
WAW
WHEN WILL RELEASE?

Done allrady

ammer · Dec 14, 2018

Re: ideCAD Statik IDS v10 Yayınlandı

How can we upgrade it?

nurgulkaya · Dec 20, 2018

Re: ideCAD Statik IDS v10 Yayınlandı

Hello,

Could you contact Bursa or İstanbul office please?

NYILMAZ · Dec 26, 2018

Re: ideCAD Static IDS v10 Released I know that there are those who print these documents. Somehow resolved. We want to reach a solution by normal means. We would like to have it on our table as a handwritten note. (we're a bit old-fashioned)

siromar · Dec 27, 2018

Re: ideCAD Static IDS v10 Released I had the opportunity to try both Ide Çelik and ide Architecture as soon as I upgraded to v10. The analysis time is naturally prolonged. Really newly added visuals, reinforcement inspection possibilities in tabs, moment curvature graphs, pushover etc. It was great, but especially a full user-friendly, very useful TDY2018 analysis settings interface has been added. It really deserves the name V10. Well done to everyone involved...

MaFiAMaX · Dec 28, 2018

Re: ideCAD Static IDS v10 Published

"2nmuhendislik":cgyv6fx2" said:
The situation in the picture for the project in the link is "v10 - TBDY2018"
You do not have permission to view link Log in or register now.

Alpha-s is not calculated because the R coefficient is determined by Mdev in TBDY 2018. However, the old version is not calculated yet in the report and the odd number is shown because it has not been calculated. a situation to be fixed.

servany2 · Jan 7, 2019

When there is a base that I choose, it twitches a lot v10 Hello in v10, because there is an automatic selection when I block on the base that I have made, the pc jerks a lot.

servany2 · Jan 7, 2019

Re: ABOUT V1O -In the classic menu, the ladder icon does not work as before, when clicking, add ladder area etc. options do not appear, only on the ribbon menu. The same project that I analyzed with -8.62 gives very different results with the v10 2007 regulation, I hope idecad officials will take care of the situation, I hope the earthquake loads coming to the carrier system are 50% less when solved with v10, the 2nd order effects are 0, the relative floor drifts are half less, there are no more errors in the junction areas. There is a decrease in the number of requested mods participating in the accounts...

YasinTezel · Jan 8, 2019

Re: V1O twitches a lot when I have the base I selected

"servany2":tr6rx0w5" said:
hello In v10, because there is an automatic selection on the base I block, the pc gets very stiff, does this possibility turn off?

Hello If you can send your ideCAD Project with the DWG you use as a base, we can identify the problem.

YasinTezel · Jan 8, 2019

Re: ABOUT V1O

"servany2":3qur3bu2" said:
-in the classic menu, the ladder icon does not work as before, when you click add ladder area, etc. options do not appear, only on the ribbon menu.

The ladder toolbar is as before When you click on the ladder, you will be prompted to select a ladder if there is no active ladder. Then you can work from the ladder toolbar as before. If the ladder toolbar is not visible on the screen, keep the CTRL+SHIFT keys pressed and run the program again by resetting your settings.

"servany2":3qur3bu2" said:
- The same project that I analyzed with 8.62 gives very different results with the v10 2007 regulation, I hope idecad officials will take care of the situation, I hope the earthquake loads coming to the carrier system are 50% less when solved with v10, the 2nd order effects are 0, the relative story slips are half less, there are no more errors in the junction areas. There is a reduction in the number of desired mods participating.

If you can write your statement about the analysis by adding your project and detailing your problem, we can review it. If you do not add your project, the problem may not be detected. Junction zone cut-off safety control was changed in 2018 regulation. It can be said that with the 2018 regulation, it was taken to the safe side about 50%.

servany2 · Jan 8, 2019

Re: V1O itches a lot when I have the base I chose hello yasin, the project solved with v 8.62

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--------------------------------------------- ---------------------------------------------------------------- ---------------------------------------------------------------- ---------------------------------------------------------------- ---------------------------------------------------------------- ---------------------------------------------------------------- --------- The project solved with v10 and the base are available on the ground floor (when I want to add a column or add any reinforced concrete object, the entire base becomes selected. There was no such thing in the past. This means that a 2-minute job can take 30 minutes. it keeps freezing up)

You do not have permission to view link Log in or register now.

-------------- ---------------------------------------------------------------- ---------------------------------------------------------------- ---------------------------------------------------------------- ---------------------------------------- ---------------------------------------------------------------- --------------------------------------------------- -- Mr. yasin, I think you misunderstood me, both projects were solved with the 2007 regulation, only the version difference is the existing carrier system 1 to 1 is the same, only because I am modeling from scratch, there are minor changes in the loads, but it is not normal to affect the results that much. faults disappear (in v10) -Total earthquake force coming to the structure at -8.62 is 50% less in v10 -Relative story drifts are very close to the limit in v8.62, but very small in version 10 -Second order effects are 0 in v10. I would be grateful if you could review these. (The number of mods requested has decreased in v10, 18 mods are sufficient instead of 42 mods)

YasinTezel · Jan 8, 2019

Re: V1O itches a lot when I have the base I selected

"servany2":jw5epcwg" said:
hello yasin, the project solved with v 8.62
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----------------------------------- ---------------------------------------------------------------- ---------------------------------------------------------------- ---------------------------------------------------------------- ---------------------------------------------------------------- ---------------------------------------------------------------- ------------------- The project solved with v10 and the base are available on the ground floor (when I want to add a column or add any reinforced concrete object, the entire base becomes selected, something like this used to be. there was no, this takes 2 minutes of work up to 30 minutes, freezing constantly)
You do not have permission to view link Log in or register now.

I think this is the situation you are talking about. In this version, while drawing an object, the object below is shown in red to show which object was captured. Ok has caused a problem in the file. I note that this representation is not made in block drawings

"servany2":jw5epcwg" said:
--------------------------------- ---------------------------------------------------------------- ---------------------------------------------------------------- ---------------------------------------------------------------- ---------------------------------------------------------------- ----------------------- -------------------------- ----------------------- Yasin, I think you misunderstood me, both projects were solved with the 2007 regulation, only the version difference is the existing carrier system 1 to 1 is the same, I just modeled from scratch There are minor fluctuations for the loads, but it is not normal for it to affect the results that much, the joint errors at -8.62 disappear (in v10)

I report the Bj and H values in the column beam joint safety report as an incorrectly calculated error in a column. [ quote="servany2":jw5epcwg"] -8.62 total earthquake force on the structure is 50% less in v10 [/quote] Building mass model and calculations have changed There is a difference with the representation of mass. If you look at the other stages, periods, earthquake forces etc. no difference is visible. I'll still report it for review.

"servany2":jw5epcwg" said:
-relative story drifts are very close to the limit in v8.62, but very small in version 10

There is no big difference in relative floor drifts. Please update the latest version.

"servany2 said:
":jw5epcwg"] -second order effects are 0, in v10

I take it in our notes

"servany2":jw5epcwg" said:
these are what I remember for now, I would be glad if you review and inform me (the number of mods requested decreased in v10 18 mods instead of 42 mod enough )

The number of mods in 8.62 and 10a versions is 42. Please update the latest version.The project "TENDING ALL FLOORS.ide85" was opened in 8.62 and 10a versions and compared.

servany2 · Jan 8, 2019

Re: It hurts a lot when I have the mat I chose v10 everything is exactly as you said, thanks yasin sir

servany2 · Jan 8, 2019

Re: It hurts a lot when I have the base I chose v10 When Yasin bey tends to open all the floors with v10, as you said, there are problems you have mentioned, but if you have examined the same carrier system (same project) with data entry with v10 (NADI HAZELNUT), there are huge differences While the apparent relative floor drifts are 0.015, this drift amount is very small, like 0.0068 in v10 data entry, which seems scary to me because it is not normal to have such a difference, although the data entry is not exactly the same, there are minor differences in the loads. All reinforced concrete element cross-section b-dimensions and lengths are equal. I'm looking forward to your comment if you had the opportunity to review it.

afrasiyab45 · Jan 9, 2019

Re: ideCAD Static IDS v10 Released Hello; I get a rigid basement error in the report section in the construction without basement. Is there a point I missed? Good work.

YasinTezel · Jan 9, 2019

Re: ideCAD Static IDS v10 Released

"afrasiyab45":32za7bh2" said:
Hi, I'm getting a rigid basement error in the report section in my non-basement construction. Is there a point I missed? Good work.

Hello, If your model does not have a rigid basement, this is how information is given. It is not an error. Since it is detected as an error, reports with Rigid basement Yes / No will be corrected in the next update.

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