German 
French 
Spanish 
Portuguese 
Italian 
Arabic 
Russian 
Japanese 
Turkish Ismail Hakki Besler
Administrator
New version 8.029 Features: - Crane modeling and calculation - Steel snap roof modeling and calculation - Welded joint working on all profiles as well as box and pipe sections - Hexagonal hollow honeycomb beam calculation - Circular hollow beam calculation - Pipe column foot joint[/ b] - Considering the tension rods in the purlin calculation - If the column reinforcements are higher on the upper floor, automatic equalization has been made on the lower floors. - Added visualization of critical wall height to reinforced concrete visualization options. - In the curtain plan drawing, the number of reinforcements in the middle zone was not compatible with the drawing. Fixed (Hasan Engin) - Hooks of special earthquake crossties are drawn in a staggered manner.(A. Hardallı) - Working directions of curtains are not taken into account when calculating curtain areas in B1 irregularity. It is now taken. - The spaces placed on the panel were not visible on the panel in the column application plan. It is visible (Senol Kızılabdullah) - On the retaining wall, the sprout lengths of the console front and console rear reinforcements were drawn differently. Fixed. - The numbers in the overall total for the mesh reinforcement were intertwined in the quantity, it has been fixed. - Clicking the + sign in the structure tree did not open the sub-lines. It opens. - Report Number is no longer printed in reports other than risk building analysis reports. - Curtain mold size was wrong. Fixed. (Ismail Yildiz) - Right button did not exit the mode in gusseted slide combination. Fixed - Number of stirrups was displayed as 0 in curtain reinforcements. Fixed. (Nedim Yılmaz) - The program did not terminate in ladder drawing, it was blocked. - Panel finite elements were not visible when the Diaphragms option was selected in the structural analysis model. It appears now. - Fixed the issue where the purlin is broken when rotated 90 degrees. - The problem of closing the program when drawing a cross on the scissors in the project has been fixed. - Fixed an issue where the project could not be reopened after saving and closing. (Beta) - While there was no problem with the beam on the right, when joining the ridge, the gusset of the beam-column joint on the left was getting longer. Fixed.(Beta burakuzuninsaat) - Direction was not working in front lover combination on weak axis. It Works Now.(Beta Güray Köse) - Shear force error has been fixed in DBYBHY 2007 control ductility level normal frame solutions in moment-transmitting joints. - The error in the body weld strength check in the column beam attachment report section with the lap plate has been fixed. - The problem of model corruption when entering the element settings has been fixed based on a specified scenario. (beta mhanifiata) - There was an error regarding profile weights in the meter. Fixed. - The program was closed when the B (Parallel to Bar) option was selected in the pruning parameters. Fixed. - When entering secondary beams, intermediate beams were entered by clicking one by one due to the lack of joining. It can now be entered with two clicks from start to finish. (beta yellowdurmuş) - Fixed the problem of closing a project in the analysis based on the semi-rigid diaphragm option. - It was giving a virtual memory error while opening the project file. The file was not opening. The problem's been solved. (Beta Net Eng.) - The problem of the program ending during the analysis in the project has been fixed. - If a shortcut was selected in the Open File dialog, the program would close without any errors. Fixed. - Fixed the case of the tile edge being drawn twice in a row on the pattern plan. (Isa Sayin) - The project was not opening. It now opens. (Beta ugrulsadiklar) - The program crashing when defining a steel cross between scissors has been fixed. (Barış Özdemir) - When the pipe profile was selected for steel braces, the program was broken in the analysis. Fixed. (Turgay YULU) - When we click the middle mouse button on the route and pattern line objects, the command was canceled. It doesn't happen anymore. - Vertical loadings for raft foundation are now visible on the 3D viewing screen. (Erdemli ) - The situation where the program closes without an error when importing steel drawings has been fixed. (Tuğrul Sadıklar) - Steel materials are published under the heading of material information in the elective report. - Analysis could not be performed when we added a steel cross to the project. It's done now. - The program was closed while drawing in love with the attached project. now it won't open. Fixed. (Turgay Yulu) - The program was broken while filming a project, it has been fixed. (Erdemli) - Project 8, which was built with version 7, could not be calculated. Fixed. (Necati Yalçın) - Analysis could not be performed and the saved file could not be opened. Fixed (Virtue) - The angle of the beam reinforcements with the horizontal, which is used in the reinforcement calculation of cross-reinforced beams, was calculated incorrectly. - In the attached project, when it was desired to make a selection in the plan or perspective, many selection rectangles were formed. Fixed. - The occurrence of short lovers. There were short lovers in the project, so analysis could not be done. It's done now. - Fixed projects not opening. - The slab gap was visible in the Building General Layouts report, not on the floor plan, but at the base. - The program was breaking when the beam expansion was taken in the project. Fixed. (forum-SKUSCU) - Reinforcement area was overestimated because in-plane tensile forces were high in heat loading in raft flooring. Now only the reinforcement calculation is made according to the bending moment. - The system could not be resolved in the project. Fixed. (SERVİLLA Müh.or.) - The problem of not changing the capacity of the brace, which should have the Pn value, that is, the axial capacity, has been fixed in the cross member design. - Projects that cannot be drawn have been fixed. - Fixed projects that could not be analyzed. - Fixed the problem of the program closing when taking footage in some projects. In the Steel Design - Scissors dialog, there is no problem with the scissors, but when the report is received, there was a problem of slenderness in the elements. Fixed. - Fixed the situation where the console end node was not formed on the scissors. - Scissors can now be given minus jeans. - A project was not being imported into sap2000. It is now transmitted. - There was a problem in the placement of curtain head reinforcements inside and between floors. Fixed. (beta Yusuf Tezcan) - In one case, the detail of 25/175 curtains was drawn 25/165. Fixed. - In the connection of the column base plate, the foundation level should not be changed, the column length should be adjusted. It's set. (Beta abdullahkaliner) - In some curtains, the end zone was not formed automatically in rigid basement floors. The problem's been solved. (Nedim Yılmaz) - The project, which was used immediately in version 7, was at the collapse level in version 8. Fixed. (Akyol engineering) - The situation where the column capacity changes when using the defined column pursantage in the performance analysis has been fixed. - Fixed the case of meshes overflowing the tiles in the tile analysis. - Analysis results were changing when the project was analyzed one after the other. Fixed. (forum-proisa) - When checking the beam for conformity torsion, the beam torsional stiffness is now set to zero.