-
Introduction and application notes
Development of the EN 1993 series of standards Structure of the EN 1993 series of standards |
-
Basis of the calculation
Standards, combination rules, safety concept Design with limit states Material properties |
-
Structural analysis according to DIN EN 1993-1-1
Impact of structural deformation Consideration of connections Application of imperfections Internal forces calculation methods |
-
Ultimate limit state design checks according to DIN EN 1993-1-1
Cross-section classification Resistance of cross-sections Practical example with RFEM or RSTAB and RF-/STEEL EC3 |
-
Ultimate limit state design checks according to DIN EN 1993-1-1
Explanation of structural component checks (stability)
Practical examples with RFEM or RSTAB and RF-/STEEL EC3 |
-
Serviceability and durability design checks according to EC 3
General
Limit states for building construction Practical example with RFEM or RSTAB and RF-/STEEL EC3 |
Eurocode 3 | Steel Design - Theory and Practical Examples According to DIN EN 1993-1-1
With online group training at Dlubal, you can enhance your professional knowledge, and you will ensure that your investment in the software pays off to the maximum.
Eurocode 3 | Steel Design - Theory and Practical Examples According to DIN EN 1993-1-1
2020-06-16
1:00 PM - 5:00 PM CEST
German
Price
250.00 EUR incl. tax
We want to introduce Eurocode 3, Part 1‑1. The application of the add-on modules for steel structures, used for the standard-conforming design according to EC 3, will be explained using selected practical examples.
A reliable internet connection is required to participate. Basic knowledge of RFEM or RSTAB is also expected.
During the training, each participant can ask questions via chat at any time.
After the event, each participant will receive the models, video recordings, and materials presented in the training for download. This allows you to follow the entire training step by step again and try everything out in the program by yourself.
To take part in the online training, the participant will receive the login information in due time.
Links
- Structural Analysis and Design Software for Steel Structures
- Software for Structural Steel Connections
- Product Description | RF-STEEL EC3 add-on module for RFEM
Do you have any questions?
Utilize the RF-/STEEL Cold-Formed Sections module extension to perform ultimate limit state designs of cold-formed sections according to EN 1993-1-3 and EN 1993-1-5. In addition to the cold-formed cross-sections from the cross-section database, you can design general cross-sections from SHAPE-THIN.
The design of cold-rolled steel products is defined in EN 1993-1-3. Typical cross-section shapes are channel, C, Z, top hat, and sigma sections. These are cold-rolled steel products made of thin-walled sheet metal that has been cold-formed by roll-forming or bending methods. When designing the ultimate limit states, it is also necessary to ensure that local transverse forces do not lead to compression, crippling of the web, or local buckling in the web of the sections. These effects can be caused by local transverse forces by the flange into the web, as well as by support forces at the supported points. Section 6.1.7 of EN 1993-1-3 specifies in detail how to determine the resistance of the web Rw,Rd under local transverse forces.
The following example presents a comparison between a shell model and a simple member model performed in RFEM. In the case of the shell model, there is a beam suspended in surfaces, which is modeled with restraints on both sides due to the boundary conditions. This is a statically indeterminate system that forms plastic hinges when overloaded. The comparison is carried out on a member model that has the same boundary conditions as the shell model.
With RF-/STEEL EC3, you can utilize nominal temperature-time curves in RFEM and RSTAB. The standard time-temperature curve (ETK), the external fire curve and the hydrocarbon fire curve are implemented. Moreover, the program provides the option to directly specify the final temperature of steel.
- Numerous component types, such as base and end plates, web angles, fin plates, gusset plates, stiffeners, tapers, or ribs for easy input of typical connection situations
- Universally applicable basic components (such as plates, welds, bolts, auxiliary planes) for modeling complex connection situations
- Graphical display of the connection geometry with dynamic updating during the input
- Wide range of cross-section shapes: I-sections, U-sections, angles, T-sections, hollow sections, built-up cross-sections and thin-walled sections
- Library in the Dlubal Center with a large number of program-side template connections, including user-defined templates
- Automatic adaptation of the connection geometry based on the relative arrangement of the components to each other – even in case of subsequent editing of the structural components
In the ultimate configuration of the steel joint design, you have the option to modify the limit plastic strain for welds.
The "Base Plate" component allows you to design base plate connections with cast-in anchors. In this case, plates, welds, anchorages, and steel-concrete interaction are analyzed.
In the "Edit Section" dialog box, you can display the buckling shapes of the Finite Strip Method (FSM) as a 3D graphic.
Recommended Products for You