Speed up your work with specialized features and libraries for mechanical design, architecture, 3D mapping, and more; enjoy greater mobility with the new web and mobile apps; and take advantage of new features and performance enhancements, included with new subscriptions to AutoCAD 2019 including specialized toolsets, available starting today, March 22, 2018.
Starting March 22, 2018, when you subscribe to AutoCAD 2019 including specialized toolsets you will be able to download AutoCAD and the Architecture, Mechanical, Electrical, Map 3D, MEP, Raster Design, and Plant 3D toolsets from the Autodesk Account portal or from the Autodesk Desktop App.
The new DWG Compare feature in AutoCAD 2019 and AutoCAD LT 2019 helps you easily identify graphical differences between two revisions of a drawing or Xref. Quickly view changes, see clashes, review constructability, and more. And there is no need to worry about missing something, turning revision clouds on will further highlight the changes, and you can systematically cycle through each one to make sure every detail is accounted for.
AutoCAD 2019 is a computer-aided design (CAD) program used for 2D and 3D design purpose. AutoCAD is designed, developed and marketed by Autodesk. It was first released in December 1982 as a desktop app running on a microcomputer with the help of internal graphics controllers.
While this app is not necessary for IFC support, it is recommended that users that depend on the quality of their IFC files download this app and keep it up-to-date, as new enhancements and defect fixes are added, for more information on IFC, please visit the building SMART website (buildingsmart.org) or the Revit wiki (help.autodesk.com/view/RVT/2019/ENU/?guid=GUID-6708CFD6-0AD7-461F-ADE8-6527423EC895).
So, linked in a model and aquired coordinate system, then tried to export to ifc. Then tried to link ifc into earlier version of revit (2016) for coordination, and will not drop into the right location, no matter which coordinate export setting I choose (I've tried them all). Project is not ready to upgrade to 2019, but realise this is the obvious answer. The 2019 user can't downgrade to 2016, so we are in a bind. Have to get the ifc export to work for coordination workflow, which this is holding up. Any ideas? Thanks.
I thought I mention my observation here. I have a similar issue as Klas described. I'm using Revit 2019 of course as this is about IFC 2019 plugin.The situation with problems is:I think plugin is working correctly to some extent:I have exported IFC model with IFC 2019 plugin - Project Origin set to "Current shared coordinates" and loading it into Navisworks.- Navisworks Application Menu - Options - IFC - Revit IFC - checkbox off - model is loaded to correct Shared coordinate X and Y but Z is 0. Orientation is correct.- Navisworks Application Menu - Options - IFC - Revit IFC - checkbox on - model is loaded to correct Shared coordinate X, Y and Z. Orientation is incorrect. Instead of True North, a Project North is used.I have exported IFC model with native Revit IFC export and loading it into Navisworks.- Navisworks Application Menu - Options - IFC - Revit IFC - checkbox off - model is loaded to correct Shared coordinate X and Y but Z is 0. Orientation is correct.- Navisworks Application Menu - Options - IFC - Revit IFC - checkbox on - model is loaded to correct Shared coordinate X, Y and Z. Orientation is correct.Conclusion:Navisworks implemented a fix for the incorrect position of IFC file export from Revit.If other software (like BIMsight) is used, using IFC file export from Revit with a plugin or native IFC export, IFC model will be positioned to wrong Z coordinate.Unless the other software has "Revit IFC" fix implemented.IFC 2019 plugin has no good use to me. Please, correct me if I'm wrong.
We use ifc-file from Revit to generate materiallists and price calculation. The program for we use for this calculation have "lost" the connection to beams, colums, doors, windows and all types of walls in ifc files from Revit 2019. We have to use 3 days to reconnect all the objects. I asume this accurs due to new naming in 2019 versjon. If this is correct then why, and can we expect this type of change often in the future?
I'm sorry I missed this before. Can you send a file to revit-apps with a more detailed description of the issue? I don't know what renaming may have happened in 2019, and we don't expect to do that often.
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If you're upgrading to F/X CAD 2019 from another version of F/X CAD or AutoCAD you've already been using with Land F/X, you likely have Land F/X installed already, with a LandFX folder on your computer, on a shared online drive, or an office server. If this is a new computer or user at an office that's already using Land F/X, you also likely have Land F/X already installed to a shared LandFX folder.
Burchardt  studied the fatigue performance of a sandwich structure with inserts via a fatigue test and simulation, and the results showed that the stiffness of the insert material had no influence on fatigue crack propagation. Demelio et al.  investigated the fatigue behavior of a honeycomb structure that was subjected to bending, compression, and shear loads by static and fatigue tests and found that the final failure was due to the compression of the surface layer in the loading area under the action of static load and that the failure was caused by the debonding of the surface layer and the core under the action of the fatigue load. Bozhevolnaya and Lyckegaard  proposed a new core insert structure design, whose design parameters were studied with the help of a finite element model. The result showed that the design could greatly reduce the level of damage to the local effect in the face. Cao and Grenestedt  evaluated two types of joints under bending and shear loads, and the test results showed that the two types of joints had excellent strength that was close to the strength of the composite sandwich reference sample. Toftegaard and Lystrup  developed a finite element parameter method to select a stronger T-joint, and the results, which were verified by simulation and tests, showed that the proposed method could improve the strength and decrease the weight of the T-joint.
Rail track breakages represent broken structures consisting of rail track on the railroad. The traditional methods for detecting this problem have proven unproductive. The safe operation of rail transportation needs to be frequently monitored because of the level of trust people have in it and to ensure adequate maintenance strategy and protection of human lives and properties. This paper presents an automatic deep learning method using an improved fully Convolutional Neural Network (FCN) model based on U-Net architecture to detect and segment cracks on rail track images. An approach to evaluating the extent of damage on rail tracks is also proposed to aid efficient rail track maintenance. The model performance is evaluated using precision, recall, F1-Score, and Mean Intersection over Union (MIoU). The results obtained from the extensive analysis show U-Net capability to extract meaningful features for accurate crack detection and segmentation. 2b1af7f3a8