Advance Steel - Eurocodes 3
Advance Steel includes an improved connection design engine with extended capabilities for the fast and easy checking of steel connections according to Eurocodes 3 and AISC rules. The program is able to run specific checks according to Eurocodes 3 rules for several types of connections, optimizing connection design for all structural elements of the model.
Example: Eurocodes 3 connection design for beam to column knee of frame bolted with haunch
For each steel connection, Advance Steel provides an interactive window that allows users to define the desired parameters.
All changes made in this window can be viewed in real time. Moreover, the collision check tool warns when connection elements overlap, and also notifies the user whether there is enough space for a wrench to fit between the bolts.
The beam to column knee of frame bolted with haunch is a typical connection, commonly used between steel structural elements. After defining the connection parameters and efforts based on the connection calculation, users can easily check if the steel connection follows Eurocodes 3 rules.
The checking is performed separately for each connection component.
The end plate is checked for shear yielding, shear ultimate and block tearing.
The beam web is checked for tension.
Weld length and thickness are checked together with the stresses resulting from the load type.
Starting from the moment - rotation M - Φ behavior curve of a connection, three main characteristics can be distinguished:
- Young modulus or tangent modulus for a given moment, MSd
- Design resistance moment, MRd
- A rotation capacity ΦCd greater than MRd moment
According to stiffness, three areas can be distinguished on M - Φ diagram, based on Mpl - Φpl beam characteristics. These areas are determined by the initial K0 stiffness of the steel connection.
The steel connection design module of Advance Steel applies the connection classification according to stiffness. The connections design module generates a Moment – Rotation diagram for each verified connection.
Other steel connections designed according to Eurocodes 3 in Advance Steel
Advance Steel is able to run specific checks according to Eurocodes 3 rules for several types of connections, such as:
- Haunch on Column Flange
- Moment End Plate
- Single Side End Plate
- Shear Plate
- Gusset Plate at One Diagonal
- Gusset Plate for 2 Diagonals
- Gusset Plate for 3 Diagonals
- Apex haunch
- Base Plate
- Base Plate Cut
- Double side clip angle
- Tube base plate
- Clip angle
- Clip angle - Skewed
More info in FAQ section
How is an anchor created in the new Graitec Advance Manager?
Why is it important to use model roles in Advance Steel?
How is a main part changed to a single part?
More info in forum section
Error received when using clip connection
Quick Connect Base Plates
Beam to Beam Shear / Bolt to Stiffener
Column and Beam Marked Under Same Assembly Name
Gusset Plate Connection-Duplication
Replicating a Connection... 'Unspecified Error'
I am trying to create a connection. A plate moment connection with a brace. The image shown is an attempt at it. Except I would like the plate bolted the column to be extended to fit/match the parameters of the brace connection as the brace connection
New user and a few questions
Anchor base plate
Copy & mirror command doesn't work the way it should be
Can't get right side only clip angle to work.
All Thread on base plate & end plates.
Bevel weld missing
Steelwork connections with integrated Joint Design according to EC3 standards
C.J.P weld at column sttifeners
C.J.P weld at column sttifeners
Clash between back-up bar and bottom flange for moment connections.
Show a marker on shop drawings (sim to attachment) on the framing side of shear plates
Problems when creating a shear plate connection (beam to beam or beam to column) using the library