ideCAD Static 8.103 New Version 16.09.2015

[Ismail Hakki Besler]

Dear user, version 8.103 is available on 16.09.2015 You can download the program from the following link:

You do not have permission to view link Log in or register now.

You can download the theoretical principles on which the finite element library of the program is based on, from the link below: 8.103 Newly Added Features: - In addition to the reinforced concrete beam, the column is also purlin - Changing the secondary beam connections as a group - Assigning different textures and materials to the purlins - Dimensioning on flat plates in the drawings - Using angle brackets in the cross-end joint is optional - When metal or other material flooring is desired, steel and other materials can be selected as material from the static sub-tab in the properties section - In single-surface trusses that do not form a plane, one hanger group is now entered for all trusses at once 8.102 Features: - Information about purlin and secondary beams Fixed modeling errors - Purlin Joints Conflict errors fixed - Hall macro modeling errors fixed - Cross modeling errors fixed - Existing joint errors fixed 8.1 Features: - Crane modeling and calculation added - Composite beam modeling and calculation added - Hall macro and industrial structures modeling has been accelerated - Adjustments, improvements and accelerations have been made in the navigation and flight mode on the 3D screen. - Selection processes on the 3D screen have been accelerated, intersection selection mode has been added. - Welded joint working on all profiles added - Hexagonal hollow honeycomb beam calculation added - Circular hollow beam calculation added - Pipe column foot joint added - Modal analysis possibility with Ritz vectors added. - Arrangements have been made in object grouping (selection groups), the right button has been made easy to use from the menu. - Added join command that works on lines and steel elements. - Added the ability to draw elements with full body in the analysis results visualization. - Added the ability to display deformations with a colored scale in the analysis results visualization. - Added optional "hot zone scale" in analysis results visualization. - Added the feature that shows the location of the problematic node on the 3D screen in case the analysis can be performed as a result of the system matrix not being reduced - Added the ability to enter quick joins by clicking on one end of the steel elements. 8.030 Features: - Problems of seeing beam continuity have been fixed. (Erdemli, Haluk Ersivri) - The beams attached to the 85 cm column are not constantly drawn. (forum-teroysa) - Version 8 K15 console beam is not constantly drawn. When the attached project is saved as project 7.020 and the drawing is taken, the beam can be drawn continuously, the problem has been resolved. - When calculating the addition of beams, the assembly reinforcement that does not pass through the neighbor is taken into account. The problem's been solved. (Erdemli) - The description text in the Dynamic Analysis Login Information/Earthquake Parameters section was incorrect. Fixed. 8.029 Features: - Hexagonal hollow honeycomb beam calculation has been added - Circular hollow beam calculation has been added - Pipe column foot joint has been added - Tension bars have been taken into account in the purlin calculation - Crane modeling has been added - Welded joint has been added - In case of more column reinforcements on the upper floor, in the lower floors synced automatically. - 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. 8.028 Features: 1) I profile column foot 2) Strong axis column foot 3) Rigid column foot on both axes 4) Column foot for rectangular plate pipe profiles 5) Column foot for circular plate tube profiles 6) Welding problem on box column foot has been resolved 7 ) The program was ending when entering the screen dialog. Fixed (Virtue) 8) V8.027 Insufficient Number of Mods Problem (Virtue) 9) When a cross section was added to the archive, the archive was lost. The problem's been solved. 10) The program accepts the bottom elevation of the base plate as the bottom elevation of the column and automatically shortens the column length as much as the plate thickness. It's been fixed. (BETA) 11) For the 8 bolt rigid butt plate connection, the deficiency has been corrected in the report. 12) The secondary beams appear as bar elements in the analysis model. 13) The "level" and "top level" lines have been changed in the Curtain Settings dialog. (Nedim Yılmaz) 14) When saving from v8 to v7 as the old version, the joint points are not visible, the joint points of the console floor edge objects do not exist and cannot be changed, and the live load participation coefficients are 18 on some floors and 0 on some floors. (BETA) 15) The problem of breaking the program when trying to get an optional report in an empty project has been fixed. 16) Multiple duplicate existing joins were not being copied. Now Copying. 17) The case of not forming a single row of bolts in purlin combinations has been fixed. 18) Continuous Beam Joining was not possible. Fixed. 19) Fixed not generating single cross analytical model. 20) Bolt failure occurred in 4-bolt joint with non-stiffened butt plate. Fixed. 21) Angle of slope was formed incorrectly in wind combination. Fixed. 22) The program was asking for the number of steel braces when doing the gusseted Slip Joint joint, whereas it was supposed to ask for the distance from the start. Fixed. 23) Enter minus elevation with scissors (BETA) 24) Element elevations were changing when copy and paste was made between floors. Fixed. 25 Top bolts could not be attached in the '4-bolt joint with unstabilized faceplate' taken from the favorite. Fixed. 26) After the purlin was drawn between two beams, when the divide command was used to separate the purlins on the beam located in the middle, purlin connections were formed two times in a row, instead of a single joint. Fixed. 27) If the bracket is designed for bracket connection, the calculation model and the model appearing in the program interface were not the same. Fixed the situation where the resource appears in the vertical and lower section where it should be. 28) could not form a selection group with steel joints. It is now being created. 29) Plate width is not sufficient in the initial setting of purlin connections. It should come as shown in the attached picture with the purlin adjusted. (BETA) 30) Purlin joints could not be attached to the column body. It's connecting now. 31) There was a lack of welding information in the 4-bolt and 8-bolt butt plate moment joints. It's been fixed. 32) Warning errors were given due to stiffening in collision control. Fixed. 33) When the distance distance exceeds the Column length / Floor height in the load properties added to the columns, it is not taken into account in the analysis. (Erdemli) 34) The loads defined on the nodal points in three dimensions could not be changed. It is now being changed. 35) It was requested to be included in the lower surface formwork quantity in the mold quantity on the tie beams. It is not done. 36) Report Number is not printed in reports other than RBT Reports. 37) In the performance and risky building analysis, the reported situation regarding the reinforcement of cantilever beams being printed as zero has been fixed. (Hanifi Atay) 38) Although the torsional irregularity coefficient was nbi<=1.4, it was crossed out in the risky building analysis report. Fixed. 39) If there is an architectural section window in the project, the message Can't open file was displayed in Dwg export. Fixed. 40) In the project-import-dwg(2b) import option, the centimeter or millimeter unit part does not change the size of the imported object in the drawing. so it doesn't make any difference. (BETA) The problem has been fixed. 41) Analysis settings summary information report has been made. 42) Reinforced concrete design and analysis settings report has been made. 8.027 Features: 1) Top bolts cannot be removed in Guse combination. 2) Spelling of appearance names was incorrect. Fixed. 3) There was no need for 1.4G+1.6Q loading in the normal force control made according to TDY 2007 item 3.3.1.2. Removed 4) There is a shift in the line containing the (entered) R information in the reports. " see typo in report.jpg" (BETA). Fixed. 5) The problem with the reverse connection in steel purlins has been fixed. 6) There was a problem in the control of the shear safety of the tie beam. Fixed. (Erdemli) 7) It was giving an error in the merge conflict check. Fixed 8) Forehead and guse combination was giving an error. Fixed. (BETA) 9) steel beams analysis model did not occur with reinforced concrete beams. It's forming now. (BETA). 10) The entered beam upper level and the level formed in the 3D image are different (BETA). We noticed that although we wrote zero on the upper elevations of the beams when entering, it drew a level difference of -3.50 in the 3D model view. We chose these beams and made their elevations zero again. However, the result did not change. (Fixed) 11) The values were reset in the steel column design parameters. Fixed. 12) Arrangements have been made regarding the naming of more than one rigid diaphragm. In floor general settings, floor index and rigid diaphragm index are given by separating them with commas. (ZA,ZB,ZC etc.) (BETA) 13) In the beam suspension reinforcement report, there will be a text on the table, it has been corrected. 14) While forming the purlin beam connection, first the steel beam and then the purlin are selected. After selecting the main beam, another element (reinforced concrete column or beam) was accidentally broken, not its purlin. (BETA). Fixed. 15) The unit of wind charge was not visible. It appears now. 16) In the analysis model, when the Deformation / Play is called, the image is intermittent when the mouse is moved (Basri Akyıldız). 17) "Key Not Found" error that can occur in DWG Export has been fixed. 18) Steel related drawings could not be made DWG Export, they are now done. 19) English names of steel combinations in the program have been adjusted. 20) Steel beam was not connected to the panel, now it is. 21) To be able to draw beam from the second beam, beam connection, the secondary beam, beam connection cannot be captured. He's caught now. 22) Fixed the issue where the screen would flicker when typing the joint information when the mouse hovers over the node while watching the deformations in 3D. 23) Fixed the case where floor and drawing windows were not visible in the building tree. (forum- mafiamax) 24) In the non-beam tiled system, the number of modes is insufficient in the analysis compared to the semi-rigid diaphragm. (error on project basis) 25) When I hover over the object, I want to be informed about the layer of that object. (forum-nyılmaz) 26) Regulation in the analysis settings If the controls line is unchecked, the floor forces are incorrect in the performance analysis. 27) Shadows appearing at some column-beam junctions no longer appear in the 3D solid model. 28) When we hover over an object, the layer name is added to the information that appears. 29) The new version of the program is installed without removing the previous program. (Updated from version to version, installation was done) 30) After defining the working plane depending on the elevation, the beams entered by clicking the column node points at that elevation are drawn on the floor plane. 31) Added/include lovers option to system solution. 32) Added snapping scissor node points. 8.026 Features: 1) Analysis settings spelling mistakes were corrected. 2) Ridge combination parameter errors fixed. 3) Software errors have been fixed in the building tree menu. 4) Stiffness adjustment errors in floor general settings have been fixed. 5) Even if the column on which the steel beam is supported does not coincide with any nodal point, the connection is created. 6) Reinforced concrete column-steel beam butt plate connection is not analyzing, the program was crashing. Fixed 7) Z buffer problem in ortho view in 3D frame has been solved. 8) Program crash problem is solved when changing floor height in normal project. 9) The problem of loading from the floor has been resolved. 10) Collapse errors encountered in floor general settings have been fixed. 11) The problem with the CPU usage of the program has been resolved. 12) Node offset - problem with analysis model setup is solved. 13) Dwg import taking too long and getting stuck after importing has been resolved. 14) The name of the all-round (pipe) joint-7 has been changed to box-pipe welded joint. 15) The problem that automatic support is not defined under the column has been fixed. 16) Tab shown as thicknesses in joins has been changed to resources. 17) The problem of steel beam-reinforced concrete column node formation has been fixed. 18) Problems with importing dwg file have been fixed.