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2024-03-01

Consideration of Construction Stages in Building Construction Using RF-STAGES

Consideration of Building Construction Stages Using RF-STAGES
Consideration of Construction Stages in Building Construction Using RF-STAGES
2016-02-11
Free

Time Schedule
00:00
Features of the RFEM add-on module RF-STAGES
10:00
Consideration of Construction Stages in Building Construction Using RF-STAGES

Dipl.-Ing. (FH) Adrian Langhammer

Product Engineering & Customer Support

Mr. Langhammer is responsible for development in the area of reinforced concrete structures, and provides technical support to our customers.

Dipl.-Ing. (FH) Andreas Hörold

Marketing & Public Relations

Mr. Hörold takes care of the Dlubal Software website, creates press releases and marketing materials, and moderates the German and English webinars.

Location

Online
Events
2024-04-24
Online Training | English
EN-GB | Flag Online Training
RFEM 6 | Students | Introduction to FEM
2024-04-25
Stiffening Design in RFEM 6 Using Building Model
EN-GB | Flag Webinar
Stiffening Design in RFEM 6 Using Building Model
2024-04-25
AISC 360-22 Steel Connection Design in RFEM 6
EN-US | Flag Webinar
AISC 360-22 Steel Connection Design in RFEM 6 (USA)
2024-04-30
Online Training | English
EN-GB | Flag Online Training
RFEM 6 | Students | Introduction to Timber Design
2024-05-02
Construction Stages in Membrane Structures with RFEM 6
EN-GB | Flag Webinar
Construction Stages in Membrane Structures with RFEM 6
2024-05-08
Online Training | English
EN-GB | Flag Online Training
RFEM 6 | Students | Introduction to Reinforced Concrete Design
2024-05-08
Cross-Section Modeling and \n Stress Analysis in RSECTION 1
EN-GB | Flag Webinar
Cross-Section Modeling and Stress Analysis in RSECTION 1
2024-05-15
Online Training | English
EN-GB | Flag Online Training
RFEM 6 | Students | Introduction to Steel Design
2024-05-16
Consideration of Construction Stages in RFEM 6
EN-GB | Flag Webinar
Consideration of Construction Stages in RFEM 6
2024-05-23
Most Frequently Asked Questions Answered by Dlubal Support Team
EN-GB | Flag 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
EN-GB | Flag 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
EN-GB | Flag Webinar
Modeling and Design of Steel Structures in RFEM 6 | Part 2: Combinations, Design, Documentation
Videos
FAQ|004775
EN-US | Flag FAQ
[EN] FAQ 004775 | How can I display the deformation in the current construction stage and in relation ...
Length: 00:00:38 min
FAQ|004249
EN-US | Flag FAQ
[EN] FAQ 004249 | Why are the results of the load cases - for example, the load case of dead load - not ...
Length: 00:01:04 min
KB|001598
EN-US | Flag Knowledge Base
KB 001598 | Modeling and Determination of Internal forces for T-Beam with Masonry Wall...
Length: 00:01:43 min
KB|001387
EN-US | Flag Knowledge Base
KB 001387 | Options in RFEM for Considering Construction Stages
Length: 00:00:30 min
EN-US | Flag Event
Webinar: Consideration of Construction Stages with RF-STAGES
Length: 00:23:18 min
WIN | 04/2024 – What's New in RFEM 6 and RSTAB 9?
EN-US | Flag General
WIN | 04/2024 – What's New in RFEM 6 and RSTAB 9?
Length: 00:02:00 min
Most Frequently Asked Questions Answered by Dlubal Support Team | April 2024
EN-US | Flag Event
Webinar | Most Frequently Asked Questions Answered by Dlubal Support Team | April 2024
Length: 00:00:00 min
RFEM 6 for Students | Introduction to Strength of Materials | Apr 17, 2024
EN-US | Flag Event
RFEM 6 for Students | Introduction to Strength of Materials | Apr 17, 2024
Length: 00:00:00 min
EN-US | Flag Product Feature
Punching Shear Design for All Section Shapes
Length: 00:00:45 min
Models to Download
Stages Example
779x
86x
Stages Example
Isarsteg Nord near Freising
865x
Bridge Structure
Road Bridge
2541x
210x
Road Bridge
Model 004859 | Steel Structure | AISC 360/341-22
208x
29x
Steel Structure | AISC 360/341-22
P-Delta RSA Model
72x
3x
Steel Member RSA | ASCE 7 and NBC
Column Base Deformations
3199x
213x
Steel Structure Column Base
Model 004853 | Crossing Steel Pipes
170x
5x
Crossing Steel Pipes
Model 004854 | Wall Structure
155x
5x
Wall Structure
Model 004855 | Concrete Slab with Ribs
178x
5x
Concrete Slab with Ribs
Knowledge Base Articles
Required Reinforcement for Rib and Axial Force Distribution of Wall
When modeling a reinforced concrete rib with a masonry wall above, there is the risk that the rib is underdesigned if the structural behavior of the masonry is not correctly considered and the connection between the masonry wall and downstand beam is not modeled sufficiently accurately. This article deals with this issue and shows the possible modeling options of such a structure. In this example, the reinforcement is determined only from the internal forces and without secondary minimum reinforcement.
Load Case Calculation Parameters 
The current state of the development of finite element analysis software and computer technology allows for the calculation of more complex structure. More and more frequently, FE calculations are performed on the entire model. In this context, certain practical construction problems may appear. One of these problems is the consideration of a construction process in the model.
KB 001880 | Design of Cable Structures in RFEM 6 and RSTAB 9
In this article, you will learn how to model and design cable structures in RFEM 6 or RSTAB 9.
KB 001879 | Influence of bending stiffness of cables
This article describes and explains the influence of bending stiffness of cables on their internal forces. Furthermore, the text provides information on how this influence can be reduced.
Screenshots
Comparing Results for Undeformed System (Left) or Current Construction Stage (Right)
Comparing Results for Undeformed System (Left) or Current Construction Stage (Right)
Tabular Result Display Related to Undeformed System or Current Construction Stage
Tabular Result Display Related to Undeformed System or Current Construction Stage
Graphical Display of Results Related to Undeformed System or Current Construction Stage
Graphical Display of Results Related to Undeformed System or Current Construction Stage
Deformation and Bending Moment m-y in Simple Multi-Story Structure
Deformation and Bending Moment m-y in Simple Multi-Story Structure
3D Model of Supporting Structure of Isarsteg in RFEM (© Bergmeister Ingenieure GmbH)
3D Model of Supporting Structure of Isarsteg in RFEM (© Bergmeister Ingenieure GmbH)
Integration of Slim Bridge into Natural Setting (© Oliver Jaist)
Integration of Slim Bridge into Natural Setting (© Oliver Jaist)
Isarsteg (© Oliver Jaist)
Isarsteg (© Oliver Jaist)
Interior View of Théâtre Marigny
Interior View of Théâtre Marigny
Required Reinforcement for Rib and Axial Force Distribution of Wall Considering Construction Phases
Required Reinforcement for Rib and Axial Force Distribution of Wall Considering Construction Phases
Product Features
Feature 002808 | Independent FE Mesh

Use the "Independent mesh preferred" option in the FE mesh settings to create an independent FE mesh for the integrated objects. This allows you to generate a significantly more detailed and precise FE mesh for individual objects that are integrated into one another.

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.

Feature 002806 | Visual Objects

In RFEM 6 and RSTAB 9, you have the option to enter "Visual Objects" as guide objects. You can import the file formats 3ds, stl, and obj.

These objects allow you to create a better reference to the dimensions.

Feature 002801 | Punching Shear Design for All Section Shapes

Do you have individual column sections and angled wall geometries, and need punching shear design for them?

No problem. In RFEM 6, you can perform punching shear design not only for rectangular and circular sections, but for any cross-section shape.

Frequently Asked Questions (FAQ)
How can I display the deformation in the current construction stage and in relation to the initial system in RF‑STAGES?
Why are the results of the load cases - for example, the load case of dead load - not identical to the first construction stage in the RF‑/STAGES add-on module?
When comparing the partial calculation of a single floor with the total calculation of the building, the local deformations are very different. How is this possible?
What does the option Alignment of new elements in "Initial position" and "Tangential" in RF‑STAGES mean?
Which analysis is used in RF‑STAGES or STAGES to calculate temporary loads and the generated combinations?
What is the difference between the RANS, URANS, and DDES turbulence models?
Customer Projects
Isarsteg (© Oliver Jaist)
Isarsteg Nord near Freising, Germany
Interior View of Théâtre Marigny
Théâtre Marigny in Paris, France
Pedestrian and Cyclist Bridge "Herzogsteg" in Eichstätt, Germany | © Bruno Klomfar
Pedestrian and Cyclist Bridge "Herzogsteg" in Eichstätt, Germany
Lighted Toll Station | © Mr. Yunchao Ding, Jiangsu Jingong Space Structure Co., Ltd.
Dawang Toll Station in Shaanxi, China
RFEM Model of High-Bay Racking with Deformation Results
High-Bay Racking, China
Multi-Energy Station (© GH HERVOUET)
Multi-Energy Station in Les Sables-d'Olonne, France
Siegrist Igor Carpenteria Warehouse in Maggia, Switzerland
Siegrist Igor Carpenteria Warehouse in Maggia, Switzerland
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
Model of Gym | © BET Moselle Bois
Metz Gym as Showcase of Engineering and Sustainability in Modern Construction, Metz, France