Note: For a printout on a DIN A4 page, 5,000 x 5,000 pixels are not recommended; this number of pixels cannot be displayed, so the graphic has to be "compressed" artificially.
Optimizing Graphic Printout for Page Size
For a structural analysis printout in the usual DIN A4 page format, the default settings of 1,000 x 1,000 pixels graphic quality are completely sufficient. However, if the printout should be on a larger page format, you can increase the print quality to a maximum of 5,000 x 5,000 pixels in the Graphic Printout options, or specify a user‑defined value.
Author
Mr. Flori is the customer support team leader and provides technical support for customers of Dlubal Software.
Links
.png?mw=320&hash=f44d207409f94b9e1de17e5e7f22b47daa59d4a5)
.png?mw=320&hash=45115e37ac08ae91cd5c38ef01b7fd83ad52c470)
Duration: 00:02:15 min
General
Duration: 00:00:45 min
Duration: 01:06:45 min
Duration: 01:01:07 min
Duration: 00:29:07 min
.png?mw=350&hash=c6c25b135ffd26af9cd48d77813d2ba5853f936c)
Duration: 00:02:51 min
Duration: 00:44:46 min
Duration: 00:45:33 min
Product Feature
Duration: 00:00:24 min
In this article, the design of a timber panel wall with the beam panel thickness type is performed.
.png?mw=512&hash=71474bbf484eff50cf2eb4da2f7c0a5d6103a65d)
This article provides an overview of RFEM 6 and RSTAB 9's dynamic analysis capabilities, highlighting essential add-ons and learning resources for seismic analysis, vibration-resistant design, and structural dynamics applications.
.png?mw=512&hash=4a84cbc5b1eacf1afb4217e8e43c5cb50ed8d827)
This article provides a comprehensive overview of essential seismic analysis methods, explaining their principles and applications, as well as the scenarios in which they are most effective
This article outlines the various approaches available in RFEM 6 for modifying surface stiffness, emphasizing their application and the impact on structural analysis.
.jpg?mw=350&hash=13c1866b992b7c0d6754ad58cc10434a5b3fe8e7)
.jpg?mw=350&hash=e036680c49a47e8bd426d4d54e7f1b2ba5eb927c)
The gRPC based Dlubal API provides access to almost all modeling and calculation features, allowing users to create, modify, and analyze models programmatically. The possibility to extract results is not implemented yet, but will be added in a future update.
The API is based on Python and is the technological successor of the previous web service with Python. While most of the modeling features are already available, the full implementation is in progress.
Find more information on the API webpage.
In addition to the program login using your Dlubal account, you can optionally log in with your Microsoft account.
In RFEM and RSTAB, you can use parametric RSECTION cross-sections. If the corresponding parameters have been defined in RSECTION, you can easily modify them in RFEM/RSTAB.
By using the "Result Line" member type, you can integrate the results for selected objects into a member internal force without having to specify a cross-section.
Is it always necessary to consider tension member nonlinearities in response spectrum analysis?
How can I merge a set of members or multiple members into a single member?
Is it possible to use both the convenient automatic generation and to subsequently customize the structure?
How can treating a connection as fully rigid result in an uneconomical design?
Why is it suggested to model a cantilever using surface elements instead of a member element when studying buckling?
What are the best use cases for each surface stiffness modification method in RFEM 6?
-querkraft-hertha-hurnaus.jpg?mw=350&hash=3306957537863c7a7dc17160e2ced5806b35a7fb)
