Re: ideCAD Static IDS v10.03 Released *New* You can download ideCAD Static IDS v10.03 from the link below:
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 the 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. Adjustments were made to TBDY 2018 in the rib and cassette preliminary information report. 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 a union with a slip plate on the inside 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 attached project, which has a basement and beamless slab system. Fixed. 13. Effective section stiffnesses were not used in column axial load control. It is now used. (Emre Turutoğlu) 14. 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) 15. The explanations at the beginning of the relative floor drift have been renewed. 16. In the reinforced concrete beam report, in the reinforced concrete calculation section, the combinations and numbers did not fit in 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-yunussacik) 26. In the analysis settings wizard, the reinforced concrete structural system is selected as A15 by default. 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. While saving the project, the program was crashing. Fixed. (Hüseyin Uygun's project) 35. 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) 36. Typo in various places in the program has been corrected. 37. The description 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 issue where the Building Height Class was displayed incorrectly in the TBDY 2018 Analysis Parameters report. 40. A slab formwork plan and architectural cross section were not included in a project. 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) 42. Improvements were made to the title files.
Works for version 10.02 : - Multi-stage analysis of structural systems with non-beam slab (Mushroom slab analysis) - According to TBDY 2018 articles 4.3.4.5 and 4.3.4.6 shear rollover controls - Shear wall rollover controls and determination of R value according to TBDY 2018 article 4.3.2.4 - In-plane tensile, pressure and shear stress controls regulations and fault resolution in beamed or non-beamed slabs within the scope of TBDY 2018 7.11.3 - Roof in TBDY 2018 Wizard With the addition of the column, elevator tower, equipment room, etc., as per the regulation. regulation in the determination of the BMS - Improvement in load direction display in the add horizontal load to shear walls command - Regulation on the control of second order effects in the Structure Summary/Translation and Irregularities Report - Regulation in accordance with TBDY 2018 in the Building General Information Report - Design moments in the curtain report format adjustment - Length difference error correction between stirrup drawings and quantity - Correction of combination coefficient error of vertical earthquake effect in YDKT and LRFD regulation selections - Slab gap command error correction in trapezoidal sheet composite slabs - T-shaped polygon column stirrup and cross tie drawings editing - In TBDY 2018 Wizard Suppression of A21 and A22 selections in mixed system for unidirectional threaded floors - Fix for offline option in TBDY 2018 Wizard - Prevent program crash in Dwg export - Edit in optional report and analysis settings due to lack of floor groups in TBDY 2018 - Covered by TBDY 2018 a editing in basic tie beam controls - Easy access to data entry, design and drawing commands with new Ribbon menu design and additional top and side toolbars - Editing in letterhead and block files according to TBDY 2018 - Weld metal classes as per TBDY 2018 clause 9.2.3.3 Regulation on joint welding electrodes to comply with Table 9.1 - Creation of TBDY 2018 earthquake parameters report - Slab thickness control in filled or unfilled cast-in-place gear slab systems as per TBDY 2018 7.11.2 - In TBDY 2018 wizard, ductility level for BYS=1 status, R and Checking the conditions for the selection of D coefficients - Correction of mold plan section scanning errors in Dwg export application - Elimination of overwriting problem in case of unit change in the load analysis report - Editing for the case that ladder analysis is not performed in the ladder general information report - Graphical error when using the coating command between elements in steel construction systems fix - Continuous theme Graphical editing on the combination line in the hand report - Setting the limit value as BYS=8 for the C32 state in the TBDY 2018 Wizard - Fixing the stirrup spacing control error in the beam tightening region - Adding the seismic reduction coefficient in the retaining and well foundation reports - Preview for all materials in the material dialog [size=5 ]
ideCAD Static 10.00 innovations and improvements :[/size]
The new features added in the 10.02 version are marked in bold below.
1- Interface - TBDY 2018 Wizard for determining performance targets with Earthquake Level, BYS, BKS, DTS and Design/ Evaluation Methods in Chapters 1, 2, 3 and 4 - Horizontal and Vertical Elastic Spectrums With online and offline options, it can be obtained with the data coming 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 the wall branches - In analysis and design with the feature of connecting beam identification, Infrastructure required for the type of hollow shear wall carrier system - Determining the horizontal load bearing system elements for steel structures - Modeling the Rigidized 4-Bolt Joint from the joints recommended with TBDY 2018 Annex 9B.2 - Shortcut assignment feature for commands in the Ribbon menu -
New Ribbon menu design and easy access to data entry, design and drawing commands with additional top and side toolbars - Roof column addition in TBDY 2018 Wizard In accordance with the regulation, elevator tower, equipment room, etc. regulation in the determination of the BYS - Steel secondary beam and composite slab modeling by selecting reinforced concrete shears and beams - Composite design for steel main beams as well - Opening gaps in steel slab types and offset to slab edges - Trapezoidal sheet metal for composite slab drawings Selection of type and concrete reinforcement type - TBDY 2018 Annex 9B.2 Modeling of Rigidized 4-Bolt Joints - Modeling of girdle joint as an alternative to purlin joint - Modeling vertical and horizontal stiffening joints with enhancement in the reinforcement macro - Displaying the column drawings in the column design dialog and displaying the reinforcement diameter and diameter on the drawing - Display of wall drawings in the wall design dialog and change the diameter and spacing of the reinforcement on the drawing - Display of polygon wall drawings in the wall group design dialog and change the diameter and spacing of the reinforcement on the drawing
2- Analysis - Fixed single-mode push analysis (Pushover) - Reinforced Concrete (wound) and steel materials FIBER modeling - Pdelta analysis - Determination of Psigma 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-beamed flooring (Cork Floor) (TBDY 2018 4.3.4.4) - Curtain tilting controls as per TBDY 2018 4.3.2.4 - As per TBDY 2018 4.3.4.5, 4.3.4.6, 4.3.4.7 shear wall tipping controls - Automatic creation 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 Controls - Link beam definition (connection) in hollow walls degree) control - Relative story drift limit values, second order indicator value, Equivalent Earthquake load for internal force and displacements determined from modal analysis in Chapter 4 Enlarge me coefficient, sufficient vibration mode number calculation updates - Calculation of forces transferred to the foundation in accordance with the regulations 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 lap, compaction; beam support reinforcement ratio update in tunnel formwork project shear reinforcement ratio calculations
- Control of in-plane and out-of-plane axial and shear stresses of floors in buildings with or without beams as per TBDY 2018-7.11.3 - High ductility level and limited moment Design of transferring steel frames in accordance with TBDY 2018 - Design of steel frames with high ductility and limited central braces in accordance with TBDY 2018 - Application limits and strength controls of moment-transmitting connections given in Annex 9B ii) Reinforced Concrete Design - According to TS 500 creation of mutual influence diagram for column design iii) Steel Structure Design - AISC Design Guide 31 adaptation for composite design of honeycomb beams - Adaptation of Regulation on Design, Calculation and Construction Principles of Steel Structures 2018 revision - Connection of Box/Pipe Profile steel columns to the foundation/column foot combination design - Automatic design of single angle joints in accordance with the predefined plastic design - Automatic joint design of double gusset joints in accordance with the predefined plastic design - Automatic joint design in accordance with the predefined plastic design of the union with single slip plate - Automatic joint design in accordance with the predefined plastic design of the union with a single slip plate - Automatic joint design in accordance with the predefined plastic design with the front plate sliding joint design - 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 the rigidized 8-bolt joint - Automatic joint design in accordance with the pre-defined plastic design with lap plate joint joint
4- Drawings i) Reinforced Concrete Drawings - Reinforcement wall drawings and anchorage details development - Column longitudinal reinforcement arrangement - Stirrup and cross tie detail - Transverse reinforcement arrangement on columns - Head area arrangements on walls - Composite beam application plan and sections, reinforcement arrangements - Circular column sheathing drawings Improvement ii) Steel Drawings - Ability to take individual member and assembly drawings of only selected elements - Dowel studs application plan, sections and reinforcement layout for composite beams - Adding tension rods and tension sleeves to isometric drawings, application plans and axle drawings - Single tension rods and tension sleeves Adding to element and assembly drawings - Developing layers - Preserving the same naming in steel drawings in case of user-defined naming in steel elements - Detailed bolt information in 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 story drift, second order indicator value, amplification coefficient relative to Equivalent Base shear force, etc. update in reports containing calculations - column, beam and wall shear safety, axial force controls etc. mentioned above for TBDY 2018 Chapter 7 update in reports containing calculations - Detailed reports of moment transmitting frame members for steel structures - Detailed reports of central braced frame members for steel structures - Joint design reports - Adding strut bars and strut sleeves to detailed steel quantity report - Shear nails table for composite beams in detailed steel quantity report - 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 (according to v8.62): 1. Moment-curvature relationship graphs and reports have been added in columns, walls and beams according to design material models according to strength and deformation. 2. 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. 3. Design according to strength and design according to deformation, according to design material models, Section cell (fiber) design was made. 4. The possibility of scaling and transforming the acceleration record was added. 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 in slabs with or without beams have been 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 magnitudes 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 were added within the scope of TDBY 2018 and the report format was 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 has been added and the report format has been 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 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 were made within the scope of TDBY 2018 40. 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 41. Within the scope of TDBY 2018, according to Article 4.8.4, the calculation of earthquake load amplification factor has been changed. 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 wall without gaps. 53. Within the scope of TDBY 2018, curtain axial force control and report visuals were prepared. 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. Added end nut, level adjustment nut, and double nut modeling at startup, in addition to all column foot joints. 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 weld diameter. 70. Reference and Analysis sections have been added to the Join 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 of the bolted joint with the Head plate to the column. 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 Aydöner) 74. 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. 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. Initial splash screen has been made. 79. A command search line has been added in the Ribbon menu layout, in the resources sections, including links to recently opened projects, social media links, announcements contact information, help, updates, videos and manuals on the opening screen. 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 truss joints has been added by ctrl as in purlin combination (Basri Akyıldız) 86. Front plate joint can be modeled between truss and Column Head. 87. Added details in steel drawings for composite flooring. Stud layout, composite flooring detail drawings, stud list added. (Fatih Söylemez) 88. Single slip plate joint added. 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 cross-section center of gravity. 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 were corrected. (From B.Akyıldız, nory) 110. The situation where the beam tables were not drawn correctly in the project was corrected. (Şükrü Şahin) 111. The cases where the column free length was incorrect in the column buckling calculation were corrected. 112. In the Column Summary Report, it was written that the lateral buckling was prevented in the column buckling calculation, but 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. (Şükrü Şahin) 114. In DWG import, the texts in the frozen and closed layer were not imported, they are now being imported. 115. Drawings were given incorrectly on the mantles of circular columns. Fixed. (Nedim Yılmaz) 116. Crossties and stirrups were not drawn on 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 beams divided on the roof diagonal were crossed like a single beam. It can now be thrown diagonally into the selected in between. 121. Column-Beam Rigidified Butt Plate 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 scissors and the lower and upper heads of the scissors 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 to be out of the selected state 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. (Şükrü Şahin) 139. When clicking Move in 2D drawings in some projects, the program crashing 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 purlin 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 scaffolding 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 inscriptions, which could 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, 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. 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 installations in the building 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 type and plate section of the Head Plate Welded joint, the h1 and b1 parameters of the head plate were visually inconsistent. 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. Column rotation angle was not taken into account when selecting the steel column and drawing a column with the draw similar object command. 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 on 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 was corrupted and the drawings were 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 plates that are bolted to both elements, assembly is made to the auxiliary element. 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 in the analysis model was incorrect. 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 by Akkor Engineering) 187. Even if you uncheck the "Use q*l*l/2 as minimum opening moment" line in the continuous foundation 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. If the Guse joint was applied to a beam that was rotated 180 degrees, the stiffener geometry would not form 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 upper cap. 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 it is clicked on the bottom lines with the mouse wheel. 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 shear forces was greater than 0.5, control was carried out according to the m limit value. Fixed. (Fer ay Analysis Project) 197. If the secondary beams were modeled with honeycomb section, 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 Yıldırım) 201. When modeling multi-cross, if the multi-cross command, which is the last 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 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 for changes in analysis results when analysis options are changed and restored. (Isa 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 lap plate joint joint formed welds on the beam bodies when only bolted selection was made. 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 occurs when modeling multiple diagonals on 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 veneer was defined for 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 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. 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 is now possible to select the moment diagram or the element length when looking at the previously unattained length. 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. When changing the Item name in the build tree, the profile view under Sections was not automatically updated to show the new item name. 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 Yıldırım) 240. In the Dwg export dialog, the unit is cm. When selected, the writings were on the reinforcements. It doesn't come anymore. (Erhan Yalçın) 241. 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) 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 Erdoğan's project) 243. Optimization was made for slowness in dwg import and working speed. 244. Improvements were made to the column application plan and vertical expansion of the column for curvilinear polygon columns. 245. The image of the texture used in the materials defined in the material dialog is displayed in the dialog.
I didn't say anything, I trust my program, I'm trying to prove it's correctness. Now, this communication we have made, the opportunity to get answers to everything that comes to our minds is not available in any other program, even this shows how confidently we are behind our work.
German 
French 
Spanish 
Portuguese 
Italian 
Arabic 
Russian 
Japanese 
Turkish