1005x

2021-05-21

Dialog Box for Manually Entering Combinations

The dialog box for editing load or result combinations is a non-modal dialog box. This means that after you open this dialog box, you can edit the combinations outside the dialog box as well. For manually defining or editing a combination, a separate dialog box can be opened parallel to the "Edit load cases and combinations" dialog box.

Thus, you can switch between already applied combinations, edit them in the separate dialog box, and transfer them into RFEM/RSTAB using the [Set Input in Table] button. In addition, you can create a new combination in the edit box. The combinations dialog box remains open with the edit box.

Author

Mr. Meierhofer is the development leader of programs for concrete structures and is available for the customer support team in case of questions related to reinforced and prestressed concrete design.

Links

Do you have any questions?

Events

2024-04-24

Online Training

RFEM 6 | Students | Introduction to FEM

2024-04-25

Stiffening Design in RFEM 6 Using Building Model

Webinar

Stiffening Design in RFEM 6 Using Building Model

2024-04-25

AISC 360-22 Steel Connection Design in RFEM 6

Webinar

AISC 360-22 Steel Connection Design in RFEM 6 (USA)

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

2024-05-09

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

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

Videos

Knowledge Base

KB 000929 | Dialog Box for Manually Entering Combinations

Length: 00:00:50 min

Knowledge Base

KB 001264 | 2018 NDS Timber Column Design in RFEM 6

Length: 00:00:00 min

General

Collapse Simulation | RFEM 6 | Blender #Shorts

Length: 00:00:55 min

General

Two years at Dlubal | Short documentary by Ismail Hmidet

Length: 00:00:00 min

General

RFEM 6 Interfaces to Rhino & Grasshopper 💡

Length: 00:00:00 min

General

Nonlinear Structural Analysis - Dlubal Solutions

Length: 00:00:39 min

General

Stress Analysis - Dlubal Solutions

Length: 00:00:30 min

General

Nonlinear Buckling Analysis - Dlubal Solutions

Length: 00:00:24 min

General

Warping Torsion Analysis - Dlubal Solutions

Length: 00:00:32 min

Playlist

Models to Download

375x

24x

Reinforced Concrete Floor

2731x

318x

Steel Hall

1766x

131x

Example of Concrete

3144x

196x

Reinforced Concrete Building

KB 001848 | Timber Column Design as per the 2018 NDS Standard in RFEM 6

248x

Timber Column for KB 1884

54x

Steel Structure | AISC 360/341-22

33x

Steel Member RSA | ASCE 7 and NBC

3120x

197x

Steel Structure Column Base

98x

Crossing Steel Pipes

Knowledge Base Articles

Using the Timber Design add-on, timber column design is possible according to the 2018 NDS standard ASD method. Accurately calculating timber member compressive capacity and adjustment factors is important for safety considerations and design. The following article will verify the maximum critical buckling strength calculated by the Timber Design add-on using step-by-step analytical equations as per the NDS 2018 standard including the compressive adjustment factors, adjusted compressive design value, and final design ratio.

Rolled sections, the most common cross‑section type in RFEM and RSTAB, can also have user‑defined parameters. To do this, select the cross‑section to be modified in the cross‑section library and click the [Parametric Input...] button.

In this article, the adequacy of a 2x4 dimension lumber subject to combined biaxial bending and axial compression is verified using the RF-/TIMBER AWC add-on module. The beam-column properties and loading are based on example E1.8 of AWC Structural Wood Design Examples 2015/2018.

The add-on modules for designing structural member components according to national, European, and international standards also show design results in addition to numerical output in tables graphically, as diagrams displayed on the framework.

Screenshots

Dialog Box for Manually Entering Combinations

Reinforced Concrete Floor

Model of Bolted Column Base Point with Elastic Foundation in RFEM

$Plate and Shell Modeling \n in RFEM – Part 2$

Plate and Shell Modeling in RFEM – Part 2 | Wed, Feb 26, 2020 | 3:00 PM – 4:00 PM | CET

Reinforcement Data Transferred from RFEM (ASF File) in Allplan

KB 001860 | NBC 2020 Modal Response Spectrum Analysis and Base Shear Considerations in RFEM 6

NBC 2020 "Elastic Spectrum" Type in Response Spectrum Analysis Add-on

#053 Your Future at Dlubal Software

Model 004150 | Reinforced Concrete Tank with Buoyancy Design

KB 001848 | 2018 NDS Timber Column Design in RFEM 6

RFEM 6 - Timber Design Results

Product Features

This section offers useful information about general structural analysis and design as well as Dlubal Software programs.

Infotainment

Export RFEM or RSTAB Models to *.glb or *.glTF Format

RFEM and RSTAB models can be saved as 3D glTF models (*.glb and *.glTF formats). View the models in 3D in detail with a 3D viewer from Google or Babylon. Take your VR glasses, such as Oculus, to "walk" through the structure.

You can integrate the 3D glTF models into your own websites using JavaScript according to these instructions (as on the Dlubal website Models to Download).

Activation of Camera Flight Mode in RFEM

With the Camera Fly Mode view option, you can fly through your RFEM and RSTAB structure. Control the direction and speed of the flight with your keyboard. Additionally, you can save the flight through your structure as a video.

3D incompressible wind flow analysis with OpenFOAM^® software package
Direct model import from RFEM or RSTAB including neighboring and terrain models (3DS, IFC, STEP files)
Model design via STL or VTP files independent of RFEM or RSTAB
Simple model changes using Drag and Drop and graphical adjustment assistance
Automatic corrections of the model topology with shrink wrap networks
Option to add objects from the environment (buildings, terrain ...)
Wind load determined over the height of the building, depending on standard-specific parameters (velocity, turbulence intensity)
K-epsilon and K-omega turbulence models
Automatic mesh generation adjusted to the selected depth of detail
Parallel calculation with optimal utilization of the capacity of multicore computers
Results in just minutes for low-resolution simulations (up to 1 million cells)
Results within a few hours for simulations with medium/high resolution (1‑10 million cells)
Graphical display of results on the Clipper/Slicer planes (scalar and vector fields)
Graphical display of streamlines
Streamline animation (optional video creation)
Definition of point and line probes
Display of aerodynamic pressure coefficients
Graphical display of turbulence properties in the wind field
Optional meshing using the boundary layer option for the area near the model surface
Consideration of rough model surfaces possible
Optional use of a seond-order numerical Order
Multilingual user interface (for example, German, English, Spanish, French)
Documentation possible in the RFEM and RSTAB printout report