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[ According to size=5]v8.62, studies carried out until 10.09:[/size] 1. Risky building analysis and report was made in accordance with the regulation on the determination of risky buildings in 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 overturning 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/densification/junction zone ranges are given in the dialog. 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. When the line "apply ductile materials to rigid basement" is not checked in the analysis settings, the curtain report has been developed for basement curtain walls (Basri Akyıldız) 16. Some texts overlapped while importing the formwork plan. The drawing optimization has been improved to prevent this. (Deniz Bayram, Birol Güzel) 17. Adjustments were made in the building summary report depending on the choice of flooring type and floor type. 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. Improvements were made for the DD3 values, which are the basis for the relative story drift, so that the DD1 values do not need to be defined beforehand in the earthquake wizard. 26. Improvement has been made to show combinations of additional eccentricity and additional eccentricity in reports and dialogs. (Erhan Mollaoğlu) 27. When the curtain lines in the reinforced concrete curtain group were double-clicked, the program was closed. 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 message of missing reinforcement was formed due to the tightening of stirrups on the column support at the other end of the beams whose one end was free. 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 jacketing 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 from 10.03. (forum ottomancagatay) 36. Improvements were made to determine the length of the headboard area in angled joining frets. 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 ribs. Improved. 40. The direction of the column no longer changes when the column is moved from the node. 41. In the slab thickness control report, the cassette slab was written as ribs. Improved. 42. When the A12 structural system type is selected in the Earthquake wizard, it is shown as A11 in the report. 43. Improvements were made regarding the calculation of the R/I value in buildings with basements. 44. Additional adjustments were made in the beam shear safety report and dialog according to 10.07. 45. When analyzing a project, displacement values near zero and zero appearing in the analysis model for Ex and Ey loads have been improved. (Akkor engineering) 46. "Consider the contribution of tie beams (Nv) that do not meet the 1/3 condition in the calculation of the shear wall total overturning moment" option has been added in the analysis settings. 47. ideCAD Wrep is available. 48. Reinforcements can be displayed in different colors depending on their type with the options in the drawing settings in column application and vertical expansions. 49. Improvements were made in the analysis and report for risky building analysis. 50. In the report preview from the structure tree, the report now opens to see a single page. 51. When a report is taken with report preview and then opened another project or created a new project, the previous project report is no longer visible. 52. The detail drawing of the tie in the curtain head is also shown in the column application and curtain details. Previously it was only given in the metrics sheet. (Erhan Mollaoğlu) 53. If the command line was closed before, the program is no longer activated when it is reopened. (Erhan Mollaoğlu) 54. The cases where some reports do not fit in the window when reports are received from the building tree have been improved. 55. The direction of the column no longer changes when the column is moved from the node. 56. Risky building analysis and report was made in accordance with the regulation on the determination of risky buildings for 2019. 57. The report preview panel has been added, showing the reports opened by clicking on the structure tree. 58. Additional studies were carried out for the design of the cross-end joint according to the earthquake code. 59. Icons appearing small on 4K monitors have been fixed. 60. Screen cut safety report description images have been edited separately for limited and high ductility, reports have been adjusted. 61. Intermediate version information is now also given in the top heading of the report. (Pendik Municipality) 62. Beam cutting safety report has been rearranged. 63. Improved the control of column stirrup spacings and their display in the reinforced concrete dialog. Overlay/middle/densification/junction zone ranges are given in the dialog. As a result, missing As messages do not occur. Stirrup tightening zone range is not selected more than 6fi. 64. Structure tree - Static State - If Ez(r) loading does not occur, the vertical elastic spectrum is no longer given in the analysis settings report. 65. After getting a report from the build tree, it is no longer necessary to double-click when getting a second report. It can be obtained with one click. 66. Improved the zero printing of Ve values in the curtain report on basement floor curtains when the "apply ductile building materials to rigid basement" line is not checked in the analysis settings. (Basri Akyıldız) 67. While taking the mold plan, some texts were overlapping. The drawing optimization has been improved to prevent this. (Deniz Bayram, Birol Güzel) 68. Adjustments were made in the building summary report depending on the choice of flooring type and floor type. 69. The process of converting TBDY 2017 project to 2018 project has been improved. 70. Grid and Border Settings were not available from the right-click menu. It is now available. (forum exen, miralay, mkrts88, fuatturan) 71. Improvements were made regarding the Nk buckling load calculation. The project, which was made in version 72.8, could not be opened in version 10.05 and entered into the reinforced concrete dialog. It can now be entered. 73. TS500 Equation has been changed to 7.4 limit value in accordance with its usage instead of TS500 balanced reinforcement ratio text. 74. In the analysis settings, the text that appears as Stiffness irregularity coefficient nki>2 (TBDY 2007) has been changed to TBDY 2018. 75. Items 4.3.2.4 a and b and 4.3.4.5 controls have been developed for group curtains and angled curtains depending on the direction. (Basri Akyıldız) 76. Improvements were made for the DD3 values, which are the basis for the relative story drift, so that the DD1 values do not need to be defined beforehand in the earthquake wizard. 77. Improved cases of displaying combinations of additional eccentricity and additional eccentricity in reports and dialogs. (Erhan Mollaoğlu) 78. When the curtain lines were double-clicked in the reinforced concrete curtain group, the program was closed. It's been fixed. After the 79th update, the keyboard shortcuts and toolbars added in the previous version are now preserved. (forum siromar) 80. A message of missing reinforcement was formed due to the tightening of stirrups on the column support at the other end of the beams whose one end was free. Improved. 81. In one project, the program was closing when receiving a column application plan in the basement. It's been fixed. (forum gyatko ) 82. Column jacketing drawings are also given optionally in vertical column expansions. 83. The program was closing while changing the column dimensions in a project. It's been fixed. 84. 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. 85. High ductility level in earthquake code general report 4.3.4.5. If the BYS arm is provided in the control, now "received" is written instead of "must be received". 86. While there were beams that did not save shear safety in the reinforced concrete dialog, these beams seemed to save in the report. It's been fixed. (Yakup Akyol) 87. An improvement has been made to prevent the crossties connected to vertical reinforcements in rectangular columns from being different from 10.03. (forum ottomancagatay) 88. Improvements were made to determine the length of the headboard area in angled joining frets. 89. TS 500 item 8.1.6 control has been added for the middle region stirrup spacing of the beam. 90. If TBDY 2018 is selected in the building general information report, the term base pressure is written instead of ground tension. 91. 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. 92. 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. 93. During the analysis, the information on whether Ritz or Eigen was used in the modal analysis stages is given in the analysis status window. 94. When a joint is made on one end of any secondary beam to the main beam, when the same joint is made on the other end of the same secondary beam, the joint is automatically formed in the same direction as at the other end. (Tolga Aydöner) 95. 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. 96. In the analysis settings, the option whether to apply TBDY 2018 4.3.2.4 to all curtain wall systems has been added. 97. Adjustments were made in the analysis settings report within the scope of TBDY 2018. Adjustments were made in the preliminary information section of the 98th Act report. Adjustments were made in the preliminary information section of the 99. Beam report. In the 100th Floor general settings, the term Roof has been changed to Elevator/Engine Room. 101. "Calculate contour" command did not work in case of floors without load-bearing elements in the project. It works now. 102. The schematic representation in the generation combination resources tab was incorrect. Fixed. 103. The building floor maximum loads printed in the dynamic analysis report were removed because they were not used. 104. In the project, some columns were not supposed to be connected to the rigid diaphragm. It looked connected. Fixed. (Şükrü Şahin) 105. The case that the load information page is blank in the secondary steel beam report in the project has been fixed. 106. Changed steel exposure settings command icon. 107. R lover and Space lover commands are added to the drop-down list under the lover command in the ribbon menu. 108. In the TBDY 2018 wizard, the coefficients appearing in Table 4.1, where the R and D coefficients were selected for high ductility level in steel selection, were not correct. Fixed. 109. In the TBDY 2018 wizard, steel structures have been made selectable for high ductility C11 structure type, BYS>3. 110. 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 Mollaoğlu) 111. In the soil classes table in the TBDY 2018 wizard, the values of the ZE soil class did not appear the same as the regulation. 112. In the TBDY 2018 wizard, the ductility level limited option in case of single-direction threaded flooring is turned off for structures without DTS=3 and DTS=4 class. 113. Fixed the case where the 30 cm wide column was not crossed in the long direction within the 25fi condition. 114. The link beam adherence rate control report was included in the general report of the earthquake regulation. 115. Ladder information text was not appearing in the ribbon menu. It's out now. 116. 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) 117. Section page DWG was not exported. The program was crashing and closing. Fixed (Erhan Mollaoğlu) 118. An explanation for Ez(G) has been added in the descriptions of loading and combinations in the report. 119. The revision in the report title and the version information were conflicting. Editing done. 120. Explanation visual of the slab in-plane slip and stress control report has been renewed. 121. The R coefficient selection reason image in the general report of earthquake regulations has been renewed. 122. Visuals of individual and continuous basic reports were renewed within the scope of TBDY 2018 regulation. 123. The project would sometimes break while opening, sometimes while analyzing. Fixed. (Yusuf Yılmaz's project) 124. Changes in displacements and relative displacement limit values in the relative displacement report in consecutive analysis have been corrected. 125. Fixed program shutdown when closing post analysis settings dialog in TBDY 2018 wizard. 126. The ground class changed in the basic ground tab did not change on the TBDY 2018 spectrum page. Fixed. 127. In the project, the free mass of the building given in the dynamic analysis report entry section seemed to be greater than the total weight of the building. Fixed. 128. 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) 129. The cases where the shear forces of the continuous foundation shear forces were greater in the rafter raft foundation system in the projects were resolved. (Wheel structure, Selahattin Bektaş, Özge Öncü ) 130. Curtain contours missing on the curtains that intersect with the soil curtains on the basement floor have been corrected. 131. The error related to Equation (4B.7) and (4B.2.4) used in calculating the maximum base tipping moment encountered in some projects has been fixed. 132. Relevant arrangements and improvements have been made in the rollover torque control. You are informed as a result of the report. 133. "Apply 4/5R" option for both directions has been added to the analysis settings for tipping torque control. 134. The Mdev moments in the side curtain were controlled to be less than Mo/6. Fixed. 135. Although there was no curtain on the side axle in the project, the side curtain tipping control was being carried out. Fixed. 136. Adjustments were made in the column preliminary information report according to TBDY 2018. 137. In the beam preliminary information report, adjustments were made according to TBDY 2018. In the 138. Curtain preliminary information report, adjustments were made according to TBDY 2018. 139. In the rib and cassette preliminary information report, adjustments were made according to TBDY 2018. 140. Although the curtain on the side axle was in the y direction, the controls were made for both directions. Fixed. 141. In the project, there was a problem of connecting the rigid arm from the column joint point. Fixed. 142. When the joint with slip plate on the inside was defined in the U profile, bolt holes were not formed in the drawings. However, bolts were formed in the drawings when defined on the outside of the profile. Fixed. 143. The program was closing during the analysis in the attached project with a basement and beamless slab system. Fixed. 144. Effective section stiffnesses were not used in column axial load control. It is now used. (Emre Turutoğlu) 145. In a model where data entry was made with a wizard according to the new regulation, when the old regulation was returned, some options selected in the wizard remained in memory. As a result, extra processing was done in the analysis and unnecessary results were printed in the report. (Erhan Mollaoğlu) 146. The explanations at the beginning of the relative floor drift have been renewed. 147. In the reinforced concrete beam report, in the reinforced concrete calculation section, the combinations and numbers did not fit into the table. Fixed. 148. In the steel union report, the articles were mixed with each other. Fixed. 149. On the axial force control page in the steel cross report, element names, combinations and forces were mixed up. Fixed. 150. An explanation image has been added to the cross report for TBDY 2018 Article 9.6.3.4. 151. In the project with B2 irregularity, the alpha variable used in the beta coefficient determined for increasing the dynamic analysis internal forces and displacements according to the equivalent earthquake load was taken incorrectly. Fixed. 152. Improvements were made in the earthquake code parameters report. 153. Arrangements were made for combinations that did not fit in the reinforced concrete design dialogs. 154. 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. 155. Adjustments were made for cases that did not fit in the raft basic reports. 156. Correction was made in the project regarding the floor height in the relative displacement and irregularity controls. (forum-yunussacik) 157. Improvements have been made regarding the connection beam dependency calculation. 158. The machine/elevator circle selection made in the floor general settings in the analysis settings wizard has been fixed. 159. When TBDY 2018 is selected, the earthquake zone information given in the R coefficient selection reason report has been removed. (Basri Akyıldız) 160. TDY 2007 texts given in the analysis settings report when TBDY 2018 was selected have been removed. 161. With TBDY 2018 selected, the soil type was displayed according to 2007 in the optional report Foundation - Soil section. Fixed. 162. Parameters related to TBDY 2018 have been added in the analysis settings section of the optional report. 163. Analysis was not carried out in the Pier project. Fixed. (Erkut Korucuoğlu Project) 164. While saving the project, the program was crashing. Fixed. (Hüseyin Uygun's project) 165. In the stage part of the project, a single rigid diaphragm was determined instead of two different rigid diaphragms in the program. Fixed. (forum Olcay AYDIN's project) 166. Typo in various places in the program has been corrected. 167. An explanation of "frame columns articulated state" has been added at the end of the combination explanations made for beamless flooring. 168. 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) 169. Fixed the issue where the Building Height Class was displayed incorrectly in the TBDY 2018 Analysis Parameters report. 170. In a project, a slab formwork plan and architectural cross section were not included. The situation has been corrected. 171. 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) 172. Improvements were made to the title files. 173. Automatic 16-stage semi-rigid diaphragm solution of beamless slabs was made. 174. According to TBDY 2018, adjustments were made according to the selection of soil group from the optional report settings. 175. According to TBDY 2018 articles 4.3.4.5 and 4.3.4.6, tipping controls and reports were made on the wall and central and eccentric braced elements according to the ductility levels. 176. Arrangements were made in combinations according to TBDY 2018 articles 4.4.2, 4.4.3, 4.4.4. 177. The check that the plate thickness cannot be less than 7 cm in filled or unfilled cast-in-place gear flooring systems given in TBDY 2018 7.11.2 has been added. 178. Added controls for ductility level, R and D selection conditions when BYS = 1 in the TBDY 2018 wizard. 179. TBDY 2018 earthquake parameters report was prepared. 180. TBDY 2018 article 9.2.3.3 using weld metal classes, the yield stress of the weld metal shall not be less than the yield stress of the base metal being joined. The properties in Table 9.1 are used in all the sources of the elements and their combinations under the effect of earthquake loads. 181. T-profile joint has been placed under the single-slip plate joint in the ribbon menu. 182. A new ribbon menu has been designed. Added helpful toolbars for data, design and drawing on the right side of the program. 183. If the 2018 regulation is selected with reference to 2018, "Soil Bearing Strength" is written instead of the ground safety stress in the general settings. 184. Improvements have been made to the quick access toolbar layout. 185. Edits were made in the title and block files. 186. Within the scope of TBDY 2018, control of foundation tie beams was organized. 187. For convenience when entering the soil load, it is possible to choose perpendicular to the local axis of the wall to be entered. 188. Within the scope of TBDY 2018 7.11.3, the controls for in-plane tensile, compressive and shear stresses in beamed or non-beamed floors were reviewed and unsaved flooring problems were resolved. 189. In the second analysis, the slab stress control report (ro fyd), (max stress) and shear stress limit values were changing. Fixed. 190. Improved display of load direction when adding horizontal loads to shear walls. 191. After Dwg export, the scans in the die plan section are incorrect. 192. When exporting dwg in some projects whose layouts are prepared, program termination has been fixed. (forum-nisaltd, ibrahim Sarıdurmuşoğlu, melter) 193. In the Structure Summary/Translation and Irregularities Report, a regulation determining the control of second order effects was made. 194. Although soil groups were canceled in the New Regulation, the presence of the soil group section in the optional report dialog and its appearance in the account outputs caused confusion. Fixed. (Orhan Sungur) 195. When the units were changed in the load analysis, the report was written on top of each other, and unnecessary digits were printed after the point. Fixed. 196. Adjustments have been made for the blank pages printed in the absence of ladder analysis on the ladder general information page. 197. In any steel system, after clicking the first element with the inter-element overlay command, whichever element the mouse cursor caught (even if the overlay definition was not completed), the image would be distorted. Fixed. 198. In TDY 2018 wizard, in Offline calculation, SDS and SD1 values were calculated for Za class. Fixed. 199. Arrangements were made according to TBDY 2018, the building general information report. 200. In the DWG export Column mantle scan was visible inside the colon and overlapping scan was visible. Fixed. 201. In the TBDY 2018 wizard, A21 and A22 class selections are now always shown as inactive in the mixed system for unidirectional threaded floors. 202. Adjustments have been made for combinations that do not fit in the continuous baseline report. 203. Stirrups and crossties of T-shaped polygon columns were not drawn in the project. It's drawn now. (Emre Koç) 204. In the TDY 2018 wizard, enter the floor general settings, exit OK, and the program was closing when the result screen was closed. Fixed. 205. In the TDY 2018 wizard, the C32 limit was set to BYS = 8. 206. Curtain design moments report format has been corrected. 207. The raft foundation moments in the project are 900 tfm. such large values were calculated. This situation has been corrected. (Uğur Kantarlı's project) 208. The length of the stirrup drawing was different from the length in the quantity. Fixed. 209. In the beam tightening region, the stirrup spacing was incorrect compared to the sk<=hk*4, sk= 7.5 cm control. Fixed. 210. Fixed duplicate information appearing on the info screen while analyzing. 211. The regulation reference article for A1 and B2 irregularities when TBDY 2018 was selected in the general report of earthquake regulations has been corrected. 212. Earthquake Reduction Coefficient was not printed in the Retaining and Well foundation report, now it is. 213. Ez parameter coefficient, which is one of the earthquake combinations, was incorrect in the selection of YDKT and LRFD. Fixed. 214. If the move command was used in a structure with steel combinations entered, the program was closing. Fixed. 215. When it was desired to open a gap in the trapezoidal sheet floor, pieces were left in the gap that differs according to the direction of selection. Fixed. 216. Steel combinations, G and Q, which are determined according to the effective section stiffness, were used in seismic combinations. Normal G and Q are now used. 217. Moment-curvature relationship graphs and reports were added for columns, walls and beams according to design according to strength and design material models according to deformation. 218. Capacity design calculations and diagram drawings were made for columns, walls and beams according to design according to strength and design material models according to deformation. 219. Section cell (fiber) design was made according to design according to strength and design material models according to deformation 220. The possibility of scaling and transforming the acceleration record was added. 221. 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. 222. TBDY 2018 7.11.3 Controls and report of in-plane tensile, compressive and shear stresses for beamed or non-beamed floors have been added. 223. 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 large ones 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. 224. 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. 225. Within the scope of TDBY 2018, axial force control on columns Ac >= Ndm / (0.40 fck) was added and the report format was changed. 226. Column shear safety report and <= 0.85 Aw root(fck) control were added within the scope of TDBY 2018 and the report format was changed. 227. In the scope of TDBY 2018, the definition of normal ductility level was changed to limited ductility level. 228. Within the scope of TDBY 2018, changes were made in beam support reinforcement ratios. 229. Within the scope of TDBY 2018, shear safety control of beams was added and report format was changed. 230. Within the scope of TDBY 2018, shear safety control of column beam junction area was added and report format was changed. 231. Within the scope of TDBY 2018, controls for curtain cross-section and wall thickness conditions were added. 232. Wall thickness control in tunnel formwork projects within the scope of TDBY 2018 min. Added 20cm control. 233. Within the scope of TDBY 2018, the control of curtain reinforcement ratio in tunnel formwork projects was changed. 234. Within the scope of TDBY 2018, the cut safety control of the curtains was added and the report format was changed. 235. Within the scope of TDBY 2018, the rules to be followed in the design of moment-transmitting frames were regulated. 236. Within the scope of TDBY 2018, the control of the bolted joint with the header plate was carried out. 237. Within the scope of TDBY 2018, full penetration butt welded joint controls were made. 238. Within the scope of TDBY 2018, checks were made for the lap plate column/beam attachment joint. 239. Equation 8.25 used in the design of pressure elements within the scope of TDBY 2018 has been adjusted. 240. 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. 241. Within the scope of TDBY 2018, Section 13 - the value used in buckling control was adjusted by lateral translation in the body. 242. Within the scope of TDBY 2018, the letterheads used in the drawing were adjusted. 243. Added TDBY 2018 Analysis settings wizard. 244. Analysis settings dialog design has been changed within the scope of TDBY 2018. 245. Within the scope of TDBY 2018, arrangements were made for Ra(T) Earthquake load reduction coefficient. 246. Curved, hooked-hookless drawing options have been added to the curtain parameters in curtain drawings according to TBDY 2018. 247. Within the scope of TDBY 2018 in steel elements, regulations were made regarding the condition that the columns should be stronger than the beams. 248. Within the scope of TDBY 2018, arrangements were made for frames with central braces with high ductility level. 249. Within the scope of TDBY 2018, regulations regarding central braced steel frames with limited ductility level were made. 250. 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. 251. "Import spectrum function parameters from AFAD Map" option has been added within the scope of TDBY 2018. 252. Within the scope of TDBY 2018, arrangements were made in combinations. 253. TS500 balanced reinforcement ratio is checked. Reinforcement rates are given in the report and the reinforced concrete dialogue. 254. Within the scope of TDBY 2018, sufficient modal mass ratio was increased from 90% to 95%. 255. Effective relative floor drift calculation and report were made within the scope of TDBY 2018 256. Arrangements were made to be used in floor drift limit control according to Article 4.9.1.3 within the scope of TDBY 2018. The option was put in the analysis settings 257. Within the scope of TDBY 2018, the calculation of earthquake load amplification factor was changed according to Article 4.8.4. 258. Removed Ao parameter in Analysis settings for TDBY 2018. 259. Within the scope of TDBY 2018, the second order indicator value calculation has been changed. 260. 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. 261. Calculation of vertical earthquake effect has been added within the scope of TBDY 2018. 262. Within the scope of TDBY 2018, arrangements were made regarding the calculation and report of effective relative floor drifts. Within the scope of 263. TDBY 2018, a visual was created in the dynamic analysis report. 264. Within the scope of TDBY 2018, report visuals were prepared for Chapter 9 - Moment Transferring Frames. 265. Within the scope of TDBY 2018, control of foundation tie beams was organized. 266. Within the scope of TDBY 2018, the visuals in the employee preliminary information reports were arranged. 267. Within the scope of TDBY 2018, the message that the concrete class less than C25 cannot be used has been added. 268. 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 wall without gaps. 269. Within the scope of TDBY 2018, curtain axial force control and report visuals were prepared. 270. Within the scope of TBDY 2018, checking the cross-section conditions of circular columns and rectangular columns was added. 271. Within the scope of TBDY 2018, the condition of having a curtain length/thickness ratio was set as 6. 272. Edits were made in the title and block files. 273. Change object layer command was not working on all layers. It works now (forum Nyilmaz) 274. 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. 275. Drawings of tension rods were made. 276. Added double and single gusset joint. 277. The possibility of making only welded joints in box profiles has been added. 278. Added the ability to define cross-sections of secondary beams as honeycomb beams. 279. Added brace zone combination 280. Added end nut, level adjustment nut, and double nut modeling at start, in addition to all column foot joints. 281. 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. 282. Curtain-curtain intersections were not shown in the curtain plan drawing. It is now displayed with a dashed line 283. Tension bars defined for purlins are now shown in roof plan and sections. 284. Added new purlin band combination for lovers. 285. 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 weld diameter. 286. "Reference" and "Analysis" sections have been added to the "Combination Tab" in the Ribbon Menu, as in the steel and reinforced concrete tabs. (Can't tell from the forum) 287. Within the scope of TDBY 2018, full penetration butt welding can be used in the connection of the body plate of the bolt joint with the Head plate to the column. 288. While the project is being loaded, the name of the project and the last saved version information are displayed on the preview screen. 289. 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 Aydöner) 290. Elements that can be selected while creating composite flooring have been improved. - Reinforced concrete beam, shear wall, steel beam, any of the group secondary beams (on the basis of element), single secondary beam can be selected. 291. Added gapping in composite flooring. The space opened by selecting an element opens from the inner lines of the selected elements. 292. Edge offset added by selecting edge in composite slab, tile line or gap line. 293. If the element is selected and ctrl+q is pressed, the element is entered into the reinforced concrete dialog. 294. The initial splash screen has been made. Resource sections including links to recently opened projects, social media links, announcements contact information, help, updates, videos and manuals on the opening screen 295. A command search line has been added in the Ribbon menu layout. 296. An option to write profile names in steel application plans has been added. 297. Only drawings of selected elements can be taken in my steel drawings. 298. The new joint horizontal stiffening can be modeled as a sub-mode of the stiffening joint. 299. The rigid arm formation method in reinforced concrete beams has been changed to be compatible with Sap2000. 300. 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. 301. Collective selection of truss joints has been added by ctrl as in purlin combination (Basri Akyıldız) 302. Front plate joint can be modeled between truss and Column Head. 303. Added details in steel drawings related to composite flooring. Stud layout, composite flooring detail drawings, stud list added. (Fatih Söylemez) 304. Single slip plate combination added. 305. Added double gusset joint. 306. Added single gusset joint. 307. Added butt plate slip joint. 308. Added 4 Bolt Rigidized Joint. 309. Added 4 Bolt Unstabilized butt plate joint. 310. Added Rigidized 8 Bolt Joint. 311. Column foot design has been added for box profiles. 312. Added T-profile slip joint. 313. In steel drawings, different layers are created according to the element types and dwg is exported in such a way that these layers are formed. 314. Added shim plate to lap plate joint joint. 315. 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. 316. Added command line editor to edit command line shortcuts. 317. More than one group can now be selected in the group list command. 318. In the 3D visualization, the cross-sectional effects of the curtains in the curtain group are combined and shown at the section center of gravity. 319. A visual has been prepared for the report of the Rigidized 4 Bolted Butt Plate joint. 320. Updated visuals for Faceplate moment-transformer joints. 321. 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. 322. When loading the project made in TDBY 2007 regulation, the question of converting to TBDY 2018 has been added. 323. TBDY 2018 Building general information report has been edited. 324. In the column application plan, the axial misalignment of the curtains was not measured. It is now showing. 325. 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 were corrected.(From B.Akyıldız, nory) 326. The situation where the beam tables were not drawn correctly in the project was corrected. (Şükrü Şahin) 327. The cases where the column free length was incorrect in the column buckling calculation were corrected. 328. In the Column Summary Report, it was written "laterally prevented" in the column buckling calculation, but in the Column Buckling Calculation report it appears that "lateral translation is not prevented". Fixed. 329. The names of the tiles, whose names were printed on the right side of the formwork plans, appeared in the wrong coordinates. Fixed. (Şükrü Şahin) 330. In DWG import, the texts in the frozen and closed layer were not imported, they are now imported. 331. Drawings were given incorrectly on the mantles of circular columns. Fixed. (Nedim Yılmaz) 332. Crossties and stirrups were not drawn on the polygon column. Fixed. 333. 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. 334. 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. 335. Rods drawn inside the column in the reinforcement curtain were sliding out of the column. Fixed. 336. At the diagonal of the roof, the split beams were crossed like a single beam. It can now be thrown diagonally into the selected in between. 337. Column-Beam Rigidified Face Plate non-working parameters have been adjusted. 338. Improvements have been made in modeling with the reinforcement combination so that it can be created faster and easier. 339. Improvements have been made to eliminate the occurrence of different crosses when purlins are defined in two spans and one span. 340. When trying to change direction at the Guse junction, the forehead plate was not forming as expected. Fixed. 341. 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. 342. Multiple diagonals could not be defined if the trusses were modeled right-handed. Fixed. 343. The union of the truss and the lower and upper heads of the truss overlapped and the conflict was resolved. 344. The drawing was not rendered properly when the dummy column joint and column foot were defined. It's forming now. 345. Fixed incorrect purlin fusion when selecting I profile in lovers. 346. The program selection did not apply when the last type in the joint model was selected as the anchor type in the column foot joint. He's doing it now. 347. In the stiffened shear joint, the parameters h1 and b1 were displayed as the parameters of the stiffening plate, not the joint plate. Fixed. 348. 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. 349. While operating in the Scarecrow macro, it was seen as if it had been deselected on the 3D screen. Fixed. 350. 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. 351. In the project, single element drawings of the cross-joint plates are not produced. Fixed. 352. Pipe profiles were not trimmed when welded joints were used on inclined beams. It is now trimmed. 353. Diagonals were not forming as expected in frames defined next to each other. Fixed. 354. In retaining wall drawings, retaining wall elevations were given in cm, now they are given in meters. (Şükrü Şahin) 355. When clicking Move in 2D drawings in some projects, the program crashing has been fixed. 356. In the project, there was no warning in the Column Head-Reinforced Concrete-Punching dialog. 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. 357. 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 was not formed. It is now being created. 358. When I defined the roof cross while the façade purlin was defined, the roof cross was not formed as expected. It's forming now. 359. 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. 360. Lovers are no longer included in the analytics model by default. It can be selectively included if desired. 361. Could not assign keyboard shortcut for commands in ribbon menu. It can now be assigned. 362. In the project, the program was crashing while the basement floor was getting a column application plan. It is no longer locked. (İlhan Ergül's project) 363. After defining scaffolding to the file in the project, the polygon could not be created warning was displayed, and the program was closing. Fixed. 364. The overlapping of cross-tie and stirrup inscriptions, which can occur in narrow areas in the column application plan and curtain openings, has been fixed. 365. In the project, there was an excessive slowdown when entering the welded joint. Fixed (Sami Kırlıoğlu's project) 366. 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. 367. Some combinations are shown in the report although not designed. Unaccounted combinations are no longer shown in the report either. 368. In the project, when the polygon column was examined in the polygon column editor, it was seen that there were two nodes at the top edge, and the analysis was not completed in the polygon column. Improvements have been made in the Polygon column editor to prevent this from happening. 369. 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) 370. .2S etc. in installations in the building tree. instead of the display, it was shown as 0.2S. 371. The difference between the calculations under construction and the deflection calculations has been fixed. 372. 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. 373. In case of shears in the project, the detailed steel quantity was formed incorrectly. Fixed. 374. 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. 375. 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. 376. The number and display of reinforcements in the curtain details of the curtains attached to the column were incorrect. Fixed. 377. 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. 378. In the Head Plate Welded joint, the h1 and b1 parameters of the header plate were visually inconsistent in the type and plate section. The incompatibility has been fixed. 379. 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. 380. Linear Load value displayed incorrectly in load library dialog. Fixed. 381. The program was closing when multiple "undo (undo)" commands were executed after using the Hol macro. Fixed. 382. 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. 383. In the project, horizontal crosses could not be formed on the trusses. Fixed. 384. The waiting time of the program on 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. 385. After deleting the D and E axes in the project, steel drawings could be taken in the expected order. Fixed. (Ruşen Özgür project) 386. 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. 387. The steel column rotation angle could not be changed before the column entered. 388. In the project, when a distinctive rib type was selected in the column foot, the secondary rib would overflow from the plate. Fixed. 389. 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. 390. 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 on an I profile column with these dimensions. Fixed. 391. 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. 392. When the drawings of the artificial column joint are taken, the geometry was corrupted and the drawings were not formed properly. 393. 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. 394. In bolted types of steel connections, instead of the 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. 395. 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) 396. In some projects, the deformation color representation of the structure appeared incorrect in the analysis model. Fixed. 397. With the "hide purlin" command, both the purlins and their braces were not hidden. Fixed. 398. When the cross section of the crosses entered with the multiple cross command in the project is attempted to be made 2*L40*4, the cross is formed incorrectly. It has been corrected. 399. In case of superstructure non-interactive solution, the names of the elements to which the continuous foundations are connected It was not written in the report. It is now written. 400. When the "Details" button was pressed on the empty lists in the "Steel Design" menu, the program was closed. Fixed. 401. When trying to get an optional report in a project, the program was closing. Fixed. 402. The program was closing itself while opening the file in the project. Fixed. (Project belonging to Akkor Engineering) 403. Even if you uncheck "Use ql2/2 as minimum opening moment" line in the continuous basic parameters and save the project, when you close and open the program, it appears as selected again. Fixed. (forum-siromar) 404. Combination tab in the Ribbon menu has been rearranged by separating it into combinations with design reports or constructive combinations. 405. If the Guse joint was applied to a beam that was rotated 180 degrees, the stiffener geometry was not forming correctly. Fixed. 406. 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. 407. 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. 408. When the formwork plan and column application plan were received in the project, the program was breaking. Fixed. (Er-Tek Proje's project) 409. In the project, the weld of the truss joint was laid along the length of the truss upper head. There were also errors in the representation of point details in the drawings. Fixed. 410. 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. 411. When DWG is imported, Font sizes seem larger than they are. Fixed. 412. 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 ay Analysis Project) 413. If the secondary beams were modeled with honeycomb section, honeycomb beam design criteria were not applied. It is now implemented. 414. Anchor plate d parameter was not working in column foot joint for rectangular plate pipe profiles. Fixed. 415. Improvements have been made to transfer to Tekla. 416. Enhanced Curtain drawings have been improved. Anchor reinforcement options have been added. (Suat Yıldırım) 417. If the multi-cross command, which is the last command, is entered with the middle key while modeling multi-cross, the program remembers the default value, not the last entered value. Fixed. 418. Asymmetrical triangles and scissors were drawing symmetrical ones. Fixed. 419. 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. 420. Scissor settings for all scissor types have been made saveable in the project. By opening template projects, desired settings can be given to scissor types and saved. 421. 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. 422. From the subtypes of scissors, multiple crosses could not be defined from left to triangular curved and straight scissors. Fixed. 423. Weld + plate combinations assigned to the truss created by using element defined truss can be assigned to other truss types as well. 424. In the T-profile Slip Joint, the horizontal and vertical bolts were placed in opposite directions. Fixed. 425. Free scan polygon could not be drawn in ideCAD Wrep program. Fixed. 426. Improvements were made to the drawings in case of the corner of the two curtains and the angled curtain-curtain intersection. 427. Arrangements have been made for lap-plate joint joints. 428. In single-bracket Joints, the notches worked in reverse. Fixed. 429. Adjustments have been made in cases where analysis results change after changing and restoring analysis options. (Isa Sayın) When a solution is made with TBDY 2018, such a situation does not occur anymore. 430. 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. 431. If the wind combination is used between the column and the truss, the joint geometry was formed incorrectly. Fixed. 432. The lap plate joint joint formed welds on the beam bodies when only bolted selection was made. Now only a welded join is welded. 433. 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. 434. 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. 435. Horizontal placement of bolts was not formed in appropriate geometry in bracketed connections. Fixed.. 436. Incorrect geometry occurs when modeling multiple diagonals on curvilinear beams. Fixed. 437. The analysis period took a long time after the crane was defined in the project. Fixed. 438. There were very different PMM rates whether purlins were included in the carrier system or not. Fixed. 439. 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. 440. 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. 441. In the project, the scissors were not visible on the perspective screen. Fixed (Sami Kırlıoğlu's project) 442. In the project, if a coating was defined for the purlins, the program was closed. Fixed. 443. Steel naming settings have been added to the ribbon menu. 444. Added "Tensioner Sleeve Table" detail block for tension rod drawings. 445. In composite slab modeling, stud nails are placed regardless of whether the steel beams and sub-beams under the slab are parallel or perpendicular to the slab. 446. The situation where the relative floor offset was checked incorrectly in the risky building analysis has been fixed. 447. For the deflection limit of steel beams, it is now possible to select the moment diagram or the element length when looking at the previously unoccupied length. 448. For the deflection limit of the shears, it can now be selected as the moment diagram or the element length when looking at the previously unattained length. 449. 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. 450. Under the inclined columns consisted of the foundation support. The columns were not connecting with each other. Connecting now (forum maniac) 451. When changing the Item name in the build tree, the appearance of the profiles under Sections was not automatically updated to show the new item name. Updating now. 452. "Select None" command was not working for nodes. It works now. 453. Horizontal reinforcements of the continuous basement perimeter curtains were extended to the system curtains by extending the anchorage length. 454. The regulation used is written on the report title pages. 455. Only the quantity of selected elements can be taken. (Suat Yıldırım) 456. In the Dwg export dialog, the unit is cm. When selected, the writings were on the reinforcements. It doesn't come anymore. (Erhan Yalçın) 457. When the pose numbers (P1, P2, etc.) in the reinforcement table are exported and opened in Autocad, they appear as R1, R2. Fixed. (Şükrü Şahin) 458. During the transition of the project, there was slowness due to an article written from intensive scans, optimization was made and accelerated. (Cihangir Erdoğan's project) 459. Optimization was made for slowness in dwg import and working speed. 460. Improvements were made to the column application plan for curvilinear polygon columns and the vertical expansion of the column. 461. The image of the texture used in the materials defined in the Material dialog is displayed in the dialog.