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In the "Add user information" option (Drawing editor - Details – Add user information), details can be created by importing an image. Up until the previous version (2022.d), details could only be created from DXF and DWG files. In the import process, the final size of the image in the drawing can be defined.
"Código Estructural (Real Decreto 470/2021)".
Implemented in CYPECAD and CYPE 3D for analysing and checking composite concrete and steel columns.
In previous versions, it was already implemented for analysing, designing or checking other structural elements:
In the applications listed below, apart from the symbols included to represent elements that are introduced in their corresponding installations, symbols in DXF or DWG format can be imported:
As of version 2022.e, applications that are connected to BIMserver.center communicate with the platform more directly. As a result, it is no longer necessary to specify the user account(s) and projects to be synchronised in the BIMserver.center Sync tool before using the applications. When a user signs in from a desktop application, it automatically establishes the connection to the project.
Previously, some applications required the user to connect to BIMserver.center and select a project in order to start a job. Now, this is no longer necessary and the link will only need to be established when updating the project or sharing a contribution.
As of version 2022.e, the applications connected to BIMserver.center have an information bar displaying the link status to the project on the platform. This bar can be found at the top right of the application window and is divided into the following sections:
Version 2022.h of CYPECAD includes minor improvements and corrections of the program that could occur in certain cases:
The options for exporting 3D views to 2D DXF and DWG formats have been implemented. The dialogue box containing these new options can be accessed from the "Print the current view" button, in the top bar of the 3D views.
If a scene has defined cutting planes or volumes, filling polygons can be generated on the elements that are cut by these planes or volumes.
This can be carried out by activating the "Generate polygons with infill in the cuts by planes" option.
CYPECAD exports a BIM model to a project on the BIMserver.center platform which includes the quantities related to certain structural elements, among other things. As a result, programs such as Open BIM Quantities can use these quantities to generate the bill of quantities for these elements. These quantities are exported using the standardised IFC format.
In version 2022.g, the number of quantities associated with construction elements that can be exported has been extended. CYPECAD now exports the following quantities, which are listed by construction element and indicating the IFC entity that it contains:
In order to export the quantities, the complete analysis of the job must be carried out and the "Quantities" option must be selected in the "Share" dialogue box, which appears when clicking on the "Share" option in the "BIMserver.center" menu.
CYPECAD version 2022.g allows the reinforcement of concrete walls to be exported to the BIM project.
Therefore, the concrete elements that export their reinforcement to the BIM project up to this version are:
This reinforcement, along with the reinforcement exported from StruBIM Shear Walls, can be viewed in the StruBIM Rebar program.
They can also be viewed in the "Results" tab (Groups menu > 3D view with details).
In previous versions, crown beams could be defined in concrete walls. As of version 2022.g, embedded beams can also be defined at the level of each intermediate floor.
As of version 2022.g, the service class can be defined individually for each timber element (columns, beams and joist floor slabs).
In the “Flat, waffle and joist floor slab options” - “Punching shear” (“Project” menu > “General data” > steel bars “By position” button), the difference between the top surfaces of the floor slabs can be defined in order to carry out the punching shear check in the same way as if they were at the same level. If the distance between the top surfaces of the floor slabs facing the support is greater than the defined value, the punching shear checks will not be carried out.
