Autodesk Advance Steel - Eurocodes 3

Autodesk 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

Autodesk Advance Steel, Connection Design according to Eurocodes 3
For each steel connection, Autodesk 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.


Autodesk Advance Steel, beam to column knee of frame bolted with haunch
The checking is performed separately for each connection component.

Bolts check

Distances between bolts and to the plate end must be between the minimum and maximum allowed values specified by Eurocodes 3 rules.
Autodesk Advance Steel, Connection Design according to Eurocodes 3

End plate and column check

Checking the bolt shear and bolt bearing at the end plate and column.
Autodesk Advance Steel, connection design according to Eurocodes 3

The end plate is checked for shear yielding, shear ultimate and block tearing.
Autodesk Advance Steel: End plate and column check



Autodesk Advance Steel, Connection Design according to Eurocodes 3
Autodesk Advance Steel, Connection Design according to Eurocodes 3
Autodesk Advance Steel, Connection Design according to Eurocodes 3


Column web check

Several geometric verifications, resistance and stability checks are performed at the column web in order to avoid buckling.
Autodesk Advance Steel, Connection Design according to Eurocodes 3
Autodesk Advance Steel, Connection Design according to Eurocodes 3
Autodesk Advance Steel, Connection Design according to Eurocodes 3

Haunch check

Haunch elements (web and flange) are geometrically checked as well as for tension.
Autodesk Advance Steel, Connection Design according to Eurocodes 3
Autodesk Advance Steel, Connection Design according to Eurocodes 3

The beam web is checked for tension.
Autodesk Advance Steel, Connection Design according to Eurocodes 3

Weld length and thickness are checked together with the stresses resulting from the load type.
Autodesk Advance Steel, Connection Design according to Eurocodes 3
Autodesk Advance Steel, Connection Design according to Eurocodes 3
Weld checking is performed for all welded elements.

Global analysis

Autodesk Advance Steel, Moment - Rotation diagram of a steel connection The global analysis can be done only if the defined hypotheses are compatible with the predictable behavior of steel connections. For moment distributions, the beam to column connections are usually modeled as fully hinged and fully fixed. Actually, the connection behavior is in between these two extremes. For this reason, Eurocodes 3 specifies an intermediary type of connection: the semi-rigid connection.

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
Taking into account these characteristics, beam to column connections are classified as a function of stiffness and resistance.
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 Autodesk 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 Autodesk Advance Steel


Autodesk Advance Steel is able to run specific checks according to Eurocodes 3 rules for several types of connections, such as:


Haunch on Column Flange

Autodesk Advance Steel, Haunch on Column Flange

Autodesk Advance Steel, Haunch on Column Flange


Moment End Plate

Autodesk Advance Steel, Moment End Plate

Autodesk Advance Steel, Moment End Plate


Single Side End Plate

Autodesk Advance Steel, Single Side End Plate

Autodesk Advance Steel, Single Side End Plate


Shear Plate

Autodesk Advance Steel, Shear Plate

Autodesk Advance Steel, Shear Plate


Gusset Plate at One Diagonal

Autodesk Advance Steel, Gusset Plate at One Diagonal

Autodesk Advance Steel, Gusset Plate at One Diagonal


Gusset plate for 2 diagonals

Autodesk Advance Steel, Gusset plate for 2 diagonals

Autodesk Advance Steel,Gusset plate for 2 diagonals


Gusset Plate for 3 Diagonals

Autodesk Advance Steel, Gusset Plate for 3 Diagonals

Autodesk Advance Steel, Gusset Plate for 3 Diagonals


Apex haunch

Autodesk Advance Steel, Apex haunch

Autodesk Advance Steel, Apex haunch


Base plate

Autodesk Advance Steel, Base plate

Autodesk Advance Steel, Base plate


Base Plate Cut

Autodesk Advance Steel, Base Plate Cut

Autodesk Advance Steel,Base Plate Cut


Double side clip angle

Autodesk Advance Steel, Double side clip angle

Autodesk Advance Steel,Double side clip angle


Tube base plate

Autodesk Advance Steel, Tube base plate

Autodesk Advance Steel,Tube base plate


Clip angle

Autodesk Advance Steel, Clip angle

Autodesk Advance Steel, Clip angle


Clip angle - Skewed

Autodesk Advance Steel, Clip angle - Skewed

Autodesk Advance Steel, Clip angle - Skewed


More info in FAQ section


How is new tool palette edited?
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


staggered connection angles
Advance Steel 2014 Tool Palette
Add Level Label Trough Drawing Style
Hi,
I seemed to have deleted the "clip angle" connection from the AS2014 palette. How do I restore it?
Thanks.

Bolts dissappear model, user prototype documet manager, top of stl elev. in GA top view,bent channel
I am trying to use flat bar to make a skew shear tab connection. I would like to force the use of a 4" flat bar. The problem is that when using the plate option to layout my bolts is that the measurement is not actually taken from the end of the plate,
As you will see in the attached picture, in joint design of "base
plate joint" according to the EC3 code, the thickness of the
base plate is taken as zero, although it is not.And also in joint
design according to ASD code, a very very big

Sloped beam to column
Sloped beam to column
Some library of saved connections did not transfer when importing previous settings in AS2014
Advance Steel 2013 Joints problem
Base plate dimensions
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.
Pipe/Beam connection
All Thread on base plate & end plates.
Bevel weld missing
WT connection
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