ideCAD Static v10.20 Trial Version is now available.

HakanŞahin

Administrator
You can download from our Information Center Portal. First, you must complete your portal membership. Then you can download the trial version.
You do not have permission to view link Log in or register now.
[b ]Works carried out according to 10.17 in version 10.20 :[/b] 14.05.2020 1. Stapling controls, punching reinforcement calculations and reports were made within the scope of 2018 Earthquake Regulation. 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. The 5 times limit was removed 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 so that the longest one is horizontal. 10. The operation of the trusses 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 axes. 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. Stapling controls have been added on UTL type curtains. 15. In the punching control, the gaps on the column edges were taken into account. (Ömer 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. Updated rib and cassette teeth descriptions 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 separately for x and y direction for B1 irregularity has been added in the building summary report 32. TBDY 2018 compliance checks for beamless slab systems have 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 has been 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 Mollaoğlu) 35. In the structure summary report, the expressions of teeth were arranged under the title of Rib and Cassette. 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 adjusted. 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. The structure summary report has been updated according to the raft basic punching control TBDY 2018 and the used punching reinforcement information has been added. 41. The information given for the B1 irregularity in the structure summary report has been clarified, separately printing information 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 as carrier system selection. 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 of the selection reason for the R Coefficient has been renewed. 47. Structural system type control, BYS control and shear wall tipping moment checks according to ductility level have been added to the R coefficient selection reason report. 48. Checks have been added to the project errors section given at the beginning of the report for cases where rollover torque controls are not provided. 49. The beams that cannot meet the insufficient clamping condition within the scope of TBDY Article 7.4.3.1 control are 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. Improvements were made to take 1.5lb overlapping length of curtains longer than 12m in case of shear horizontal reinforcement penetration. 55. Arrangements were made for the detail drawings of the curtain wall to be provided together in vertical openings of the curtain wall. (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. Curtain group report has been added to the toolbar on the right. (Forum Mahmut Şengül) 69. A warning has been added in the geometry control when there is a 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 Yıldırım) 1/6 condition warning has been removed in geometry control for curtain elements that are connected to 71. 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 the head stirrup reinforcement range for the critical wall height. (Necati Yalçın Project Office) 74. The case that relative floor drift is not provided 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 type of stud on the same floor in the project. 76. Stirrup length display in polygonal columns is written under the expansion as stirrup number-diameter information, just as it is in normal columns. (Erhan Mollaoğlu) 77. Stapling control has been improved in some projects in which stapling control was not performed although the column header was defined for the columns. (Murat Uçarman's project) 78. Stapling verification was carried out on columns that were not connected to beams but connected to curtains. Not made anymore (Mehmet Karabay) 79. In the detailed length of the Raft, the title description of the Raft has been corrected as the Raft Table Accessories. (Betül Beken, Bimat İnşaat) 80. Display of stirrup and cross tie drawings in column reinforcement (mantle) application detail drawings has been improved. 81. B420C option can be used for retaining wall, staircase 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. The As description at the beginning of the shear concrete has been changed in the curtain report. (forum cagdaserel) 86. The 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. (Semih Baykale's project) 89. Stapling control has been improved in the column extending to the foundation at the lower level on the stepped foundation, as well as on the foundation at the upper 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. Even though multiple stirrups were marked in the 40/40 column, the column was selected as crossed. Improved. (forum temomap ) 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 were made for the situation in projects with slab meshing problems in the analysis. (Yusuf Tezcan, M.Kesgin projects) 100. The case that the assigned texture in the 3D solid model is not visible when texture is assigned to the ligament beam has been improved. 101. The program hangs when the arc is converted to pitch and the operation is canceled with undo. (Erhan Mollaoğlu) 102. In reports such as steel columns and beams, the overflow of combination texts 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. The situation of performing analysis in a crane structure has been improved in the project. (Fatih Söylemez) 108. At 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. Added warnings to open. (forum) 110. In case of B3 irregularity in the column and beam, information was added in the TBDY 2018 Column and Beam Design Forces 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. A program crash in analysis in a scaffolding project has been fixed. (Hasan Selçuk) 115. Curtain Group summary report has been added to the Building Summary reports, controls such as Shear Group Capacity ratio, shear safety and axial force control have been added 116. Improvements have been made in cases where the number of curtain head reinforcements in the plan display differs in the column application plan and the curtain 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, there was a crash when importing the column application plan. Improved the cause of the lockout. (Ali Fuat Karaduman) 120. Inconsistency 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 "Blind thickness cannot be less than 250 mm" given in the geometry control for basement perimeter and basement curtain walls has been exempted for these curtains. 122. Point details of the joints in the roof and floor plans were made in the steel drawings. 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 TS EN is selected 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 Mollaoğlu) 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 Mollaoğlu) 132. Arrangements were made for curtain size controls in geometry control.
 
Re: ideCAD Statik v10.20 Trial Version is now available Can anyone answer me if we can't enter tbdy 2018 analysis settings wizard in demo version.
 
Back
Top