1149x

2020-08-12

Very Good Eurocode 3 Training

Thank you for the very good Eurocode 3 training. I received a lot of material to practice and expand my knowledge. I really liked the following about the training:

Division into two parts: Theory and basics, practical examples.
Very good practical examples.
After the training, I am able to use the different design methods according to Eurocode 3 in my calculations.
The design methods were shown with simple examples and then we went to the more complex cases. Differences between the methods were explained and the methods were compared. In this way, it is easy to recognize immediately the limits of application and the design options.
The tests during the presentation.

Alexander Kochnev, M.Sc.

Pfeifer INTERPLAN
Darmstadt
Germany

http://pfeifer-interplan.com

Do you have any questions?

Events

2024-05-15

Online Training

RFEM 6 | Students | Introduction to Steel Design

2024-05-16

Consideration of Construction Stages in RFEM 6

Webinar

Consideration of Construction Stages in RFEM 6

2024-05-29

$Steel Structures in RFEM 6 \n Part 1: Modeling, Load Input$

Webinar

Modeling and Design of Steel Structures in RFEM 6 | Part 1: Modeling, Load Input

2024-06-06

$Steel Structures in RFEM 6 \n Part 2: Combinations, Design, Documentation$

Webinar

Modeling and Design of Steel Structures in RFEM 6 | Part 2: Combinations, Design, Documentation

2024-11-06

Online Training

RFEM 6 | Students | Introduction to Steel Design

Videos

Event

Webinar | AISC 360/341-22 Steel Member Design in RFEM 6

Length: 00:00:00 min

Event

Webinar | Connections with Circular Hollow Sections in RFEM 6

Length: 00:50:32 min

Event

Webinar | RWIND 2 - Calculating Wind Loads with CFD Simulation

Length: 00:00:00 min

Product Feature

Sensitivity Coefficient

Length: 00:00:32 min

Product Feature

Component "Plate Cut"

Length: 00:00:53 min

Event

Webinar | Stress Analysis of Stair Models in RFEM 6

Length: 01:05:28 min

Product Feature

Component "Auxiliary Solid"

Length: 00:00:32 min

Product Feature

Plastic Resistance with Variation of Shear Stresses

Length: 00:00:38 min

Event

Webinar | Introduction to Time History Analysis in RFEM 6

Length: 00:57:23 min

Playlist

Models to Download

28x

Steel Structure Connection | AISC 360-22

Model 004859 | Steel Structure | AISC 360/341-22

231x

33x

Steel Structure | AISC 360/341-22

3215x

214x

Steel Structure Column Base

258x

Pedestrian and Cyclist Bridge in Eichstätt, Germany

300x

34x

Steel Structure

364x

High-Bay Racking, China

474x

53x

Steel connection

295x

30x

H-Type Lifting Beam

288x

35x

Steel Silo with Wind Loads | ASCE 7

Knowledge Base Articles

KB 001875 | AISC 341-22 Moment Frame Member Design in RFEM 6

The three types of moment frames (Ordinary, Intermediate, Special) are available in the Steel Design add-on of RFEM 6. The seismic design result according to AISC 341-22 is categorized into two sections: member requirements and connection requirements.

The Steel Design add-on in RFEM 6 now offers the ability to perform seismic design according to AISC 341-16 and AISC 341-22. Five types of seismic force-resisting systems (SFRS) are currently available.

KB 001767 | AISC 341-16 Moment Frame Member Design in RFEM 6

The three types of moment frames (Ordinary, Intermediate, Special) are available in the Steel Design add-on of RFEM 6. The seismic design result according to AISC 341-16 is categorized into two sections: member requirements and connection requirements.

KB 001768 | AISC 341-16 Moment Frame Connection Strength in RFEM 6

Moment frame design according to AISC 341-16 is now possible in the Steel Design add-on of RFEM 6. The seismic design result is categorized into two sections: member requirements and connection requirements. This article covers the required strength of the connection. An example comparison of the results between RFEM and the AISC Seismic Design Manual [2] is presented.

Screenshots

Model 004864 | Steel Structure Connection | AISC 360-22

Steel Joints Promotion

Wind Load Deformation of the Bridge in RSTAB 9

Model 004859 | Steel Structure | AISC 360/341-22

The Pipe Support with Deformation Results

RFEM Model of Pedestrian and Cyclist Bridge in Eichstätt, Germany | © Bergmeister Ingenieure

Product Features

Feature 002807 | 3D Display of FSM Results

In the "Edit Section" dialog box, you can display the buckling shapes of the Finite Strip Method (FSM) as a 3D graphic.

Steel Design | Seismic Force-Resisting System Design Overview

Design of five types of seismic force-resisting systems (SFRS) includes Special Moment Frame (SMF), Intermediate Moment Frame (IMF), Ordinary Moment Frame (OMF), Ordinary Concentrically Braced Frame (OCBF), and Special Concentrically Braced Frame (SCBF)
Ductility check of the width-to thickness ratios for webs and flanges
Calculation of the required strength and stiffness for stability bracing of beams
Calculation of the maximum spacing for stability bracing of beams
Calculation of the required strength at hinge locations for stability bracing of beams
Calculation of the column required strength with the option to neglect all bending moments, shear, and torsion for overstrength limit state
Design check of column and brace slenderness ratios

Seismic in Steel Design Add-on | Results

The seismic design result is categorized into two sections: member requirements and connection requirements.

The "Seismic Requirements" include the Required Flexural Strength and the Required Shear Strength of the beam-to-column connection for moment frames. They are listed in the ‘Moment Frame Connection by Member’ tab. For braced frames, the Required Connection Tensile Strength and the Required Connection Compressive Strength of the brace are listed in the ‘Brace Connection by Member’ tab.

The program provides the performed design checks in tables. The design check details clearly display the formulas and references to the standard.