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002424

2024-03-01

Modeling and Design of Reinforced Concrete Structures in RFEM 6 and RSTAB 9

With the webinar, you can enhance your professional knowledge, and you will ensure that your investment in the software pays off to the maximum.

Occurred

2021-12-01

1:00 PM - 2:00 PM CET

Czech

Free

Time Schedule
- Introduction
- Modeling a reinforced concrete structure in RFEM
- Entering loads, combinations
- Design of the reinforced concrete structure according to Eurocode 2
- Printout report documentation

Presentation Models to Download

Below, under Models to Download, you will find the model(s) used in the webinar. This will allow you to independently follow the webinar step by step with the provided model after the presentation is complete.

Ing. Robert Martinec

Customer Support

Ing. Martinec takes care of customer service and student licenses in the Czech office.

Ing. Petr Michal

Sales & Marketing, Customer Support

Ing. Míchal is responsible for sales and provides technical support for our Czech customers. You can meet him at all events that Dlubal Software s.r.o. participates on.

Location

Online

Links

Do you have any questions?

Events

2024-04-30

Online Training

RFEM 6 | Students | Introduction to Timber Design

2024-05-02

Construction Stages in Membrane Structures with RFEM 6

Webinar

Construction Stages in Membrane Structures with RFEM 6

2024-05-08

Online Training

RFEM 6 | Students | Introduction to Reinforced Concrete Design

2024-05-08

$Cross-Section Modeling and \n Stress Analysis in RSECTION 1$

Webinar

Cross-Section Modeling and Stress Analysis in RSECTION 1

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

2024-05-23

Most Frequently Asked Questions Answered by Dlubal Support Team

Webinar

Most Frequently Asked Questions Answered by Dlubal Support Team | May 2024

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

2024-06-20

Webinar

Most Frequently Asked Questions Answered by Dlubal Support Team | June 2024

2024-10-16

Online Training

RFEM 6 | Students | Introduction to Member Design

2024-10-23

Online Training

RSECTION 1 | Students | Introduction to Strength of Materials

Videos

Event

Calculation of Reinforced Concrete Slabs in RFEM 6

Length: 01:09:36 min

Product Feature

Cross‑Section Optimization

Length: 00:00:56 min

Event

Webinar | Analysis of Induced Vibrations in Time History Analysis Add-On in RFEM 6

Length: 00:38:40 min

Event

Webinar | Seismic Design of Reinforced Concrete Structures in RFEM 6

Length: 00:57:10 min

Product Feature

Design of Fiber-Reinforced Concrete

Length: 00:00:50 min

Event

Webinar | Design of Massive RSECTION Sections in RFEM 6

Length: 00:47:34 min

Product Feature

"Crosstie" Reinforcement Option for Design According to EN 1992-1-1

Length: 00:00:38 min

Event

Webinar | Design of FRC Structural Elements in Concrete Design Add-On

Length: 00:47:51 min

FAQ

FAQ 005388 | How can I activate the design with steel fiber-reinforced concrete in the "Concrete Design" add-on...

Length: 00:01:00 min

Playlist

Models to Download

Reinforced Concrete Beam with Cantilever

1825x

48x

Reinforced Concrete Beam with Cantilever

486x

56x

Reinforced Concrete Building

Single-Span Beam for Fiber-Reinforced Concrete Design

405x

21x

Single-Span Beam with Fiber-Reinforced Concrete as Surface Component or Frame Structure

Model 004061 | Flat Roof Hall Made of Steel

1520x

66x

Flat Roof Hall Made of Steel

1260x

52x

Flat Roof Hall Made of Steel

270x

Pedestrian and Cyclist Bridge in Eichstätt, Germany

244x

24x

Concrete Bridge

273x

25x

Concrete Building

394x

75x

Angled Office Building

Knowledge Base Articles

This article shows how the “Time-Dependent Analysis” add-on is integrated in RFEM 6 and RSTAB 9. It describes how to define input data such as the time-dependent characteristics of the material, how to determine the type of analysis and how to specify loading times.

KB 001759 | Consideration of Second-Order Effects in RFEM 6 and RSTAB 9

Consideration of p-δ Second-Order Effects in RFEM 6 and RSTAB 9

Activating the Modal Analysis Add-on and Selecting the Design Standard

Modal analysis is the starting point for the dynamic analysis of structural systems. You can use it to determine natural vibration values such as natural frequencies, mode shapes, modal masses, and effective modal mass factors. This outcome can be used for vibration design, and it can be used for further dynamic analyses (for example, loading by a response spectrum).

The fatigue design according to EN 1992-1-1 must be performed for the structural components subjected to large stress ranges and/or many load changes. In this case, the design checks for the concrete and the reinforcement are performed separately. There are two alternative design methods available.

Product Features

Feature 002670 | Fatigue Design According to EN 1992-1-1, Chapter 6.8

With the Concrete Design add-on, you can perform the fatigue design of members and surfaces according to EN 1992‑1‑1, Chapter 6.8.

For the fatigue design, you can optionally select two methods or design levels in the design configurations:

Design Level 1: Simplified design according to 6.8.6 and 6.8.7(2): The simplified design is performed for frequent action combinations according to EN 1992‑1‑1, Chapter 6.8.6 (2), and EN 1990, Eq. (6.15b) with the traffic loads relevant in the serviceability state. A maximum stress range according to 6.8.6 is designed for the reinforcing steel. The concrete compressive stress is determined by means of the upper and lower allowable stress according to 6.8.7(2).
Design Level 2: Design of damage equivalent stress acc. to 6.8.5 and 6.8.7(1) (simplified fatigue design): The design using damage equivalent stress ranges is performed for the fatigue combination according to EN 1992‑1‑1, Chapter 6.8.3, Eq. (6.69) with the specifically defined cyclic action Q_fat.

Feature 002671 | Seismic Design of Reinforced Concrete Members According to EC 8

The Concrete Design add-on allows you to perform the seismic design of reinforced concrete members according to EC 8. This includes, among other things, the following functionalities:

Seismic design configurations
Differentiation of the ductility classes DCL, DCM, DCH
Option to transfer the behavior factor from a dynamic analysis
Check of the limit value for the behavior factor
Capacity design checks of "Strong column - weak beam"
Detailing and particular rules for curvature ductility factor
Detailing and particular rules for local ductility

Feature 002640 | Design of RSECTION Cross-Sections in Concrete Design Add-on

In the Concrete Design add-on, you can design any RSECTION cross-section. Define the concrete cover, shear force, and longitudinal reinforcement directly in RSECTION.

After importing the reinforced RSECTION cross-section into RFEM 6 or RSTAB 9, you can use it for design in the Concrete Design add-on.

Go to Explanatory Video

Feature 002415 | Improved Segmentation for Deformation Analysis

In the "Deflection and Design Support" tab under "Edit Member", the members can be clearly segmented using optimized input windows. Depending on the supports, the deformation limits for cantilever beams or single-span beams are used automatically.

By defining the design support in the corresponding direction at the member start, member end, and intermediate nodes, the program automatically recognizes the segments and segment lengths to which the allowable deformation is related. It also automatically detects whether it is a beam or a cantilever due to the defined design supports. The manual assignment, as in the previous versions (RFEM 5), is no longer necessary.

The "User-Defined Lengths" option allows you to modify the reference lengths in the table. The corresponding segment length is always used by default. If the reference length deviates from the segment length (for example, in the case of curved members), it can be adjusted.

Frequently Asked Questions (FAQ)

Which products do you recommend for the structural analysis and design of reinforced concrete structures?

How can I generate an area load on members via cells in RFEM 6 or RSTAB 9?

How can I use graphic templates for multi printing of a reinforcement?

How can I activate the design with steel fiber-reinforced concrete in the "Concrete Design" add-on for RFEM 6?

Why does the load wizard "Member Load from Area Load" give unnecessary concentrated loads?

Although all the member design checks have been fulfilled, I get the "Not Covered Reinforcement" result. What is the reason?

Customer Projects

Exterior View of Pastry Production and Storage Unit | © GH HERVOUET

Creation of a production and storage facility for pastries in Montbert, France

Pedestrian and Cyclist Bridge "Herzogsteg" in Eichstätt, Germany

Front View of Office Building with V-Shaped Steel Composite Columns | © Die Tragwerker GmbH

Office Building with Integrated Visitor Center and Parking Garage in Geiselbulach, Germany

Office Building of Stadtwerke Kirchheim unter Teck, Germany

Reinforced Concrete Elevator Shaft at Montluçon Station, France

New Concert Hall in La Roche-sur-Yon, France

Residential Buildings in Trieste, Italy

Deformations of Airedale Swing Bridge in RFEM

Airedale Swing Bridge in Rodley, United Kingdom

Deformations in RFEM | © Baumruck + Oswald

AQUAtherm Indoor/Outdoor Swimming Pool in Straubing, Germany

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