New Version: 6,00009 (Beta)

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some of the possibilities added in the new version are: Analysis: 1. Calculation in the time history (Time - History) 2. Ability to transfer data in MDB format with Sap2000 with database connection 3. With Sap2000, completely using the same modeling techniques 4. Automatic modeling of different rigid diaphragms at the same floors and taking beams between different rigid diaphragms into consideration 5. Solving structures without rigid diaphragms 6. Polygon curtains (U, L, T, I etc.) are modeled with the finite element method and the structure is common stiffness matrix, calculation, drawing and quantification 7. Modeling the curtains with the finite element method and considering the curtain gaps 8. Modeling the panels as finite element in tunnel formwork projects 9. Modeling and calculating the elevator pits 10. Euler buckling analysis 11. In the most general sense Ability to define loading states and load combinations 12. Modal analysis with 6 degrees of freedom at each point 13. Changing the degrees of freedom of any node 14. Directional coupling in dynamic analysis 15. Defining concentrated masses at nodes in dynamic analysis 16. Defining distributed masses in dynamic analysis 17. Defining dashpot (damping) elements and base insulator 18. Connecting elements (link) 19. Being able to consider column dead loads as "point loads" or "distributed loads in the form of a triangle increasing from top to bottom" in the analysis 20. To be able to choose whether to consider the rigid arms of beams 21. Continuous foundation-continuous foundation combinations in continuous foundations 22. The data entries of the staggered and mezzanine systems have been made easier to enter according to the real 3D frame system. 23. Calculation of raft foundations of different thicknesses together 24. Calculation of stepped raft plates 25. Modeling of basement walls using the finite element method 26. Joint solution of superstructure and foundations, static dynamic linear, nonlinear, time-history and euler buckling basic interactive solution 27. Common foundation analysis of dilated structures 28. Ability to enter floor loads defined in floor parameters 29. All stages during the analysis and analysis time are communicated to the user with a dialog. Data entries : 30. Being able to enter data in 3D solid or hidden perspective 31. Defining point load, moment and displacement values at nodes 32. Creating user-defined load libraries on beams 33. Automatically converting panels to beams 34. Being able to define beams to panels being able to automatically transform 35. Able to define joint point in 3D frame or building tree apart from creating automatic joint point with static element definition 36. Ability to define element section in any form 37. To be able to define parametric materials with reinforced concrete, steel or any properties, materials can be used later can be saved in the archive. 38. The slab edge object has been made. The properties of the tile edge can now be changed. 39. Ability to work with auxiliary grid lines dividing the main grid in equal numbers besides the main grid lines 40. Ability to define the location of the floor circle at a desired location 41. Automatic replacement of column misalignment in any floor, in other floors 42. Creating user-defined load libraries on floors 43. Ability to draw a single piece of beam, panel, space and slab edge in curvilinear and arc form 44. Route (Path) command 45. Automatic naming of elements 46. Simultaneous view in 3D perspective while moving 47. Elements such as beams, slabs, panels, etc. can capture the colon. 48. In the length measurement process, the path formed by more than one point with different directions can be measured as the total length value. 49. Parametric and double (combined) section definitions of various polygonal sections 50. Static material definition in the most general form 51. Ability to select a unit system 52. User-defined load can be entered in single, regular, triangular, trapezoidal, trapezoidal forms for elements. 53. The 3D window can be used to create a model. 54. Separate concrete class definition for sheathing for each column. 55. Building tree feature has been introduced. In the building tree, the list of objects used in the 3D model is given. Masses, nodal information, modal, linear and nonlinear loading types and their combinations are listed here and can be changed. 56. With the Divide command, bar elements and primitive objects can be divided into desired number/length. Program interface: 57. Automatic update done. The program checks the idecad page and informs the user whether there is an update. 58. Window selection is now used to add new objects to selected objects. Thus, new selections are added to the old selections without deleting the old ones. To drop the selected object, it is sufficient to select the window with the Ctrl key. 59. Visual drawings in the 3D frame have been strengthened. Support, joint, loads, shell results are displayed in vivid colors. 60. The "result structure tree" that will facilitate the examination of the calculation results 61. Primitive objects such as lines, arcs, etc. can be viewed in 3D perspective if desired. 62. The background of the perspective image can be made black. 63. Changing the object properties with double click 64. Operation of the zoom limits command by double clicking on the drawing screen 65. Two or more beams can be entered on the same floor and in the same span. 66. Automatic saving of previous selection is provided. With this facility, the last election can be recalled. 67. To be able to examine element end forces separately in reinforced concrete dialogs as raw, global and changed results as required by regulation 68. Ability to write text with advanced fonts 69. Angle, radius and diameter measurement 70. Grid lines in the third dimension 71. The entered information can also be followed in tabular form can be done. Regulation : 72. Sudden and time dependent deflection checks on beams 73. Crack check on beams 74. Sudden and time dependent deflection calculation on slabs 75. Height checks on slabs that do not require deflection calculation 76. Height check on slabs according to the formula in TS500 77. Column-beam junction safety optimization 78. Strong column controls on shear walls 79. Nd<=0.1Acfck control of reinforced concrete beams 80. Checks for column punching on beamless slab and beamless raft 81. Earthquake code on beam supports Article 3.4.3.1b (a+b )>= 0.4(lb) condition automatic control 82. Beam torsion calculation and control 83. Wall horizontal reinforcement calculation is done depending on the thickness of the wall. Drawing: 84. Automatic drawing correction wizard that prevents reinforcing messes 85. Reverse deflection values in the formwork plan 86. Using mesh reinforcement on floors 87. Command to move the axis circle 88. Determining whether to scan the inside of the reinforcement bars in the column application 89. Each the drawing's own settings were made. When any drawing is clicked from the drawing menu, the drawing settings are opened automatically. 90. Basic sprout details are drawn. The sprouts can be drawn with a length of 1.5Lb or a multiple of the diameter of the reinforcement. In the 91st column application plan, the panels between the two columns are shown with the columns by scaling 1/50 in the long direction and 1/50 in the short direction. 92. Stirrup details of columns with different stirrup diameters and spacing are now given separately. 93. Adjusting the color and height of elements such as reinforcement text, axle text and dimension text in plans and expansions 94. Quick move command has been developed. With the quick move command, the object can be moved without dealing with unnecessary clicks and intermediate command steps. 95. The distance of the stirrup, which starts 5 cm after the column face in the beam expansion, to the column face is indicated by the dimension line. 96. The hook detail for stirrups and crossties is drawn on the drawing sheet. 97. Space reinforcements are automatically drawn on the edges of the tears defined by the gap object on the slabs. 98. In the beam extensions, the diameter of the reinforcements in the beam section and which reinforcement circle they belong to are shown with arrows. 99. Stirrups are calculated in the stud beam area and stirrups are shown in the stud area in the beam expansions. 100. The curvilinear arc and slab edges are now visible in the mold plan. 101. Option to write column texts in separate corners as name and size 102. Changing the distance between reinforcement and text in drawings 103. Layer organization 104. Autocad 2008 Dwg, Dxf, read-write 105. Transferring scans in dwg/dxf import 106. Dwg/dxf transferring layers in transfer 107. Automatic beam reinforcement table creation in drawings 108. Working plane can be defined in any direction or plane. 109. Getting all drawings at once Reports: 110. Reports have been completely changed. Easily understandable, visual and completely renewed account reports with graphic explanations were made. The conformity of the model with the regulations is given to the user with a cause-effect relationship. Formulas, explanations and analysis results are reported with conformity checks. 111. While examining the account reports, a line cursor can be opened to make it easier to read. 112. In reports, the rows of the tables can be arranged one darker and one lighter. In this way, the lines can be followed better. 113. Ability to add company (institution) logo to reports 114. Ability to add any image file to reports 115. Ability to change the units of sizes separately in the report 116. Ability to prepare and save reports and drawings as PDF format without the need for an intermediate attachment 117. Column widths can be changed in reports. 118. Reports can be viewed side by side on 2 pages or 4 page blocks at the same time. 119. In raft foundations, the soil stresses for each loading can be reported at each joint of the finite elements, depending on selection; also the maximum and minimum stress values are listed as a summary table. 120. The "Building Information" report was made. In this report, all static information of the structure such as materials used in the project, joint points of the model, supports, rigid diagrams, loading conditions, combinations, etc. can be recorded. 121. In the performance analysis report, the reinforcement information of the existing building is printed. 122. In the reports, changing situations due to the regulation are stated by writing the articles of the regulation. 123. Wall load analysis is printed in reports. 124. Detailed floor load analysis is printed in reports. 125. At the beginning of each report, an explanation picture of that report is given. Detailed explanations of the symbols used in the report are given. 126. At the beginning of the reports, the dimensions and reinforcement conditions to be complied with are given to the relevant personnel as per the regulation. 127. The parameters defined in the project are specified in the related element report. 128. Beam torsion calculation and control report 129. Company, revision and date can be defined in the report title. 130. With the "fit to width" and "fit to height" options in reports, the pages are automatically adjusted horizontally and vertically by zooming according to the screen size. 131. Added "Find" command in report. A desired word is searched and found with the "Find" command that can work with Ctrl+F. 132. By clicking on the page number on the report index page, it is possible to go to the indicated page. Other Issues: 133. Arbitrary pool calculation using the finite element method 134. In addition to the rich ladder library, the possibility of `create your own staircase` 135. With the Add stair area command, a landing or stair fold can be added to the existing staircase. 136. It can be specified on which lines the stair calculation axis and the stair reinforced concrete will be built. 137. Automatic generation of stair sections. 138. Stair section lines are automatically specified in the details. 139. In addition to the reinforcement details on the plan, reinforcement details are also given on the stair sections. 140. Quantity table is drawn on the ladder detail drawing sheet. 141. The elevation dimensioning is done automatically in the stairs details. 142. Stair reinforcement anchorage length can be optionally determined as TS500 Lb or as a multiple of the reinforcement diameter. 143. Rectangular, circular, elliptical, triangular or arbitrary pool calculations were added using the finite element method. 144. Pool side features can be changed. 145. The inclined base surface is adjustable. 146. The thickness of the pool wall edges can be adjusted separately. 147. Retaining wall calculation, drawing and quantity 148. Sursarj loads can be taken into account. 149. Consideration of the friction between the ground and the retaining wall is optionally determined from the dialogue. 150. Besides being able to calculate the friction angle value, the user can define a value that he/she wants. 151. Base thread can be defined. 152. Active and passive side ground heights 153. Detailed reinforcement detail expansions in retaining wall drawings 154. Quantity table on retaining detail drawing sheet 155. Efficient operation of the program on laptops with ATI graphics card