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Design of Hydraulic Steel Structures
Can I analyze and design hydraulic steel structures with the Dlubal programs?
Effective Section
Can I calculate the effective section properties of a cross-section using RSECTION?
- 005450
- RFEM 6
- RSTAB 9
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- Steel Design for RFEM 6
- Steel Design for RSTAB 9
- Aluminum Design for RFEM 6
- Aluminum Design for RSTAB 9
- Form-Finding for RFEM 6
- Steel Structures
- Aluminum and Lightweight Structures
- Temporary Structures
- Tensile Membrane Structures
- Structural Analysis & Design
- Form-Finding and Cutting Patterns
- Dynamic and Seismic Analysis
- Eurocode 3
- Eurocode 9
- ANSI/AISC 360
- ADM
Temporary Structures
I would like to analyze temporary structures. Which programs do you recommend?
- 005437
- RFEM 6
- RSTAB 9
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- Steel Design for RFEM 6
- Steel Design for RSTAB 9
- Steel Joints for RFEM 6
- Torsional Warping (7 DOF) for RFEM 6
- Torsional Warping (7 DOF) for RSTAB 9
- Steel Structures
- Structural Analysis & Design
- Stress Analysis
- Stability Analysis
- Warping Torsion Analysis
- Steel Connections
- Cold-Formed Sections
- Eurocode 3
- ANSI/AISC 360
- CSA S16
- IS 800
- GB 50017
- SP 63.13330
- BS 5950-1
- AS 4100
- SIA 263
Programs for Steel Structures
Which programs and add-ons are suitable for the structural analysis and design of steel structures?
Cable and Tensile Structures
I would like to analyze cable and tensile structures. Is it possible to use RFEM or RSTAB for this?
AISC 341 Limit State Types
Which Limit State Types are applicable for the AISC 341 seismic design?
Question
What should be considered when using a failure of columns under tension in the RF‑/DYNAM Pro – Equivalent Loads add-on module?
Question
Are the models and presentations from Info Day 2019 freely available, and can you send them to me?
Question
During the calculation, I get a warning that some elements are connected to the buckling panel, but are not defined like stiffeners (see Image 01). What should I do?
Question
Why does the web service show "ERROR: Map not found."?
Question
For a design in the EL‑PL add-on module, I get the error "4) Invalid loading due to M‑T"; what can I do?
Question
What do the nine points refer to in the case of any cross-section (Z‑section) in the RF‑/STEEL Warping Torsion add-on module?
Question
Is it possible to model cold-formed sections in SHAPE‑THIN 8 and design them in RF‑/STEEL Cold-Formed Sections?
Buckling Panel of Member
Is it possible in the PLATE-BUCKLING add-on module to transfer the member geometry as a buckling panel and its internal forces?
Question
Why is no stability analysis displayed in the results despite the activation of the stability analysis in RF‑/STEEL EC3?
Question
In spite of having defined smooth ranges, they are not considered in the design in RF‑STEEL Surfaces. Which setting did I overlook?
Question
I cannot see any members if the RF‑/STEEL EC3 add-on module is selected as a "load case"; why?
Trapezoidal Panel
Is it possible to use the PLATE‑BUCKLING add-on module for the design of tapered members or trapezoidal panels?
Question
Why it is not possible to design a biaxial bending with the RF‑/JOINTS add-on module?
Question
How can I enter or read out a response spectrum via the COM interface in DYNAM Pro?
Info Day Online 2018
Are the models and presentations from Info Day 2018 freely available, and can you send them to me?
Question
In RF‑/STEEL EC3, is the "Elastic design (also for Class 1 and Class 2 cross-sections)" option under "Details → Ultimate Limit State" considered for a stability analysis when activated?
Question
Can I use the RF‑STEEL Surfaces add-on module to perform fire resistance design for steel surfaces?
Design of SHAPE-THIN Section
How can I design any SHAPE‑THIN cross-section in detail in RFEM 5 or RSTAB 8?
Question
To which axes do the support rotations and support eccentricities in RF‑/STEEL EC3 Warping Torsion refer?
Custom Sections for AISI Design
Can I design user-defined (parametric) sections according to AISI S100 or CSA S136?
Question
Can RF‑STEEL AISC optimize cross-sections for serviceability?
Stability Design in RF-STEEL AISC
Why are my steel members not being designed for stability in RF-STEEL AISC?
- 004727
- RFEM 5
- RSTAB 8
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- Concrete Structures
- Steel Structures
- Timber Structures
- Tensile Membrane Structures
- Structural Analysis & Design
- Finite Element Analysis
- Wind Simulation & Wind Load Generation
- Stability Analysis
- Dynamic and Seismic Analysis
- Form-Finding and Cutting Patterns
- Cold-Formed Sections
- Eurocode 1
- Eurocode 3
- Eurocode 5