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001823
Dipl.-Ing. (BA) Markus Baumgärtel
2020-01-02

[EN] FAQ 001103 | Is it possible to freely define the numerical values of isoline intervals (for example ...

FAQ|001103

Question:
Is it possible to freely define the numerical values of isoline intervals (for example, result display of the isolines for the bottom reinforcement as1 in steps of 5.0 cm²/m)?

Answer:
You can control the intervals of isolines using the panel.

To customize the values and color scale, double-click the color range in the panel. It is possible to determine the intervals directly by specifying the numeric value. As an alternative, you can specify the upper and lower extreme values for covering the color range. Click [Fill] to interpolate and automatically fill the numeric values for the individual intermediate values of the color range.

You can save the user-defined value scale by clicking [Save] and giving it an appropriate name.

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
EN-US | Flag Knowledge Base
KB 001710 | Design of Concrete Columns Subjected to Axial Compression with RF-CONCRETE Members
Length: 00:01:09 min
EN-US | Flag Event
Online Training | RFEM for Students | Part 3 | 15.06.2021
Length: 02:50:31 min
EN-US | Flag Knowledge Base
KB 000979 | Adjusting Reinforcement Directly in Graphic Window
Length: 00:00:56 min
EN-US | Flag Knowledge Base
KB 000995 | Design of Shear Joint
Length: 00:00:32 min
EN-US | Flag Knowledge Base
KB 000913 | Fire Resistance Design for Reinforced Concrete Members
Length: 00:00:46 min
FAQ 005003
EN-US | Flag FAQ
Why do I get Error No. 10203 for a result beam when performing design with RF‑CONCRETE Members?
Length: 00:00:00 min
EN-US | Flag Knowledge Base
KB 000889 | Minimum Reinforcement Reduction of Slow-Curing Concrete
Length: 00:00:51 min
Event
Introduction to RFEM Program
Length: 00:00:00 min
EN-US | Flag Knowledge Base
KB 000869 | Result Tables of RF-CONCRETE Surfaces
Length: 00:00:38 min
Models to Download
GT 000456 | Analysis and Design Based on Building Information Modeling (BIM) Tools - Study of Bridge with Prestressed Beams
1257x
144x
Bridge Model After Prestressing
FAQ 005020 | Why does the note 155) appear as a result of the reinforced concrete design of members for the existing stirrup reinforcement?
869x
30x
Reinforced Concrete Beam
Precast Concrete Building
1074x
192x
Precast Concrete Building
Thesis on CLT Building by Miryea Alfano, Italy
706x
Timber and Concrete Building
Tapered Frame
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60x
Tapered Frame
Reinforced Concrete Slab with Rib
694x
82x
Reinforced Concrete Slab with Rib
Statically Determinate Beam
690x
30x
Statically Determinate Beam
Reinforced Concrete Beam
821x
39x
Reinforced Concrete Beam
Statically Determinate Beam
1053x
24x
Isostatic Beam
Knowledge Base Articles
RFEM Model with Permanent and Variable Loads
This article deals with rectilinear elements of which the cross-section is subjected to axial compressive force. The purpose of this article is to show how very many parameters defined in the Eurocodes for concrete column calculation are considered in the RFEM structural analysis software.
Design of Shear Joint
RF-CONCRETE Members also includes the design of a shear joint. In order to perform this design, you should select the "Shear joint available" check box in Window 1.6, Shear Joint tab.
Adjusting Reinforcement Directly in Graphic Window
It is possible to edit a reinforcement layout or an existing reinforcement directly in the reinforcement's 3D rendering.
Fire Resistance Design with CONCRETE and RF-CONCRETE Members
The reinforced concrete design for fire situations is carried out according to the simplified method based on EN 1992-1-2, Clause 4.2. The "zone method" described in Annex B.2 is used: The cross-section is subdivided into a number of parallel zones of equal thickness, and their temperature-dependent compressive strength is determined. The reduced load-bearing capacity in the event of fire exposure is thus represented by a reduced structural component's cross-section with reduced strengths.
Screenshots
GT 000456 | Analysis and Design Based on Building Information Modeling (BIM) Tools - Study of Bridge with Prestressed Beams
Analysis and Design Based on Building Information Modeling (BIM) Tools - Study of Bridge with Prestressed Beams on Lake Toho in Pahou
Structural Analysis and Design Software for Concrete Structures
Software for Structural Analysis and Design of Solid Structures Made of Reinforced Concrete
Locally Supported Reinforced Concrete Slab Roofing of Underground Garages - Calculation Option with 2D Equivalent Frame
Locally Supported Reinforced Concrete Slab Roofing of Underground Garages - Calculation Option with 2D Equivalent Frame
Locally Supported Reinforced Concrete Slab Roofing of Underground Garages - Surface Calculation Variant
Locally Supported Reinforced Concrete Slab Roofing of Underground Garages - Surface Calculation Variant
Design of Special Structures
Design of Special Structures
Isometric View of Timber-Concrete Building
Isometric View of Timber-Concrete Building
University Library Building Design
University Library Building Design
Column
Column
Provided Reinforcement Determined by RF-CONCRETE Members
Provided Reinforcement Determined by RF-CONCRETE Members
Product Features
Transfer of Reinforcement from RFEM/RSTAB (Top) to Revit (Bottom)

The reinforcement proposal from RF-/CONCRETE Members can be exported to Revit. The rectangular and circular cross-sections are currently supported.

The reinforcement bars can be modified retroactively in Revit.

Transfer of Reinforcement Objects from RFEM to Revit

Surface reinforcements defined in the RF-CONCRETE Surfaces add-on module can be exported to Revit as reinforcement objects via the direct interface. To do this, you can optionally select surface, rectangular, polygon, and circular reinforcement areas in RF-CONCRETE Surfaces. In addition to bar reinforcement, it is possible to export mesh reinforcement.

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.

Feature 002722 | Sensitivity Coefficient

For a response spectrum analysis of building models, you can display the sensitivity coefficients for the horizontal directions by story.

These key figures allow you to interpret the sensitivity to stability effects.

Frequently Asked Questions (FAQ)
What is the maximum number of reinforcement groups that can be created in a design case in RF‑CONCRETE Surfaces?
In RF‑CONCRETE Surfaces, I obtain a high amount of reinforcement in relation to a lever arm that is almost zero. How is such a small lever arm of internal forces created?
When converting from the manual definition of reinforcement areas to the automatic arrangement of reinforcement according to Window 1.4, the result of the deformation calculation differs, although the basic reinforcement has not been modified. What is the reason for this change?
Why do I get a discontinuous area in the distribution of internal forces? In the area of the supported line, the shear force VEd shows a jump, which does not seem plausible.
Is it possible to perform design without an additional reinforcement in RF‑CONCRETE Surfaces?
I obtain different results when comparing the deformation analysis in the RF‑CONCRETE add-on modules and another calculation program. What could be the reason for this?
Customer Projects
Office Building of Stadtwerke Kirchheim unter Teck, Germany (Rendering) | © MEDIA 4D GmbH
Office Building of Stadtwerke Kirchheim unter Teck, Germany
School Building on Lorenzo Campus in Leipzig (© basis|d GmbH)
School Building on Campus Lorenzo in Leipzig, Germany
Residential Building Animation (© JCR Estructural)
Residential Building in Los Mochis, Sinaloa, Mexico
High-Rise Apartment Building Rendering | View 1 (© AS+P Albert Speer + Partner GmbH | Visualization: Architektur-Computergrafik B. C. Horvath)
High Point E - Franklin Village Mannheim, Germany
Kappl Village Center, Austria (© Dipl.-Ing.Rainer Zangerle)
Kappl Village Center, Austria
Completed Residential Building (© Maderas Besteiro)
Passive House Made of Timber in Lugo, Spain
Markas Headquarters During Construction (© ATP/Bause)
Markas Headquarters in Bolzano, Italy
"Intelligent Quarters" Hamburg After Completion
Intelligent Quarters Hamburg, Germany
Funke Media Office, Street View (© AllesWirdGut, Tschinkersten fotografie)
Funke Media Office, Essen, Germany
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