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Online Training | RFEM for Students | Part 3
Video
First Steps with RFEM
Description
This free online training for students about RFEM shows important features and modeling options by using practical examples.
This recording was created on Mon, Nov 30, 2020.
Content:
00:00 Greeting
03:40 Modeling and Design of a flat Timber Truss
01:01:45 Modeling and Design of a Steel Hall
02:15:50 Design of a reinforced Concrete Building
02:46:00 Questions and Website
Keywords
Dlubal Online Training Timber Truss Girder Truss Girder Truss Structure Steel Hall 3D Hall Reinforced Concrete Design Reinforced Concrete Structure Online Training to Dlubal E-learning Dlubal crash course Dlubal Campus Dlubal Academy
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Automatically ignore curved c/t-parts when classifying cross-sections
The classification of cross-sections according to EN 1993-1-1 and EN 1993-1-5 can be carried out automatically in the RF-/STEEL EC3 add-on module. The maximum c/t ratios are specified in the standard for straight cross -section parts. There are no normative specifications for curved cross -section parts and therefore the cross -section classification cannot be performed for these cross -section parts.
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Consideration of the net cross-section for tensile stress according to EN 1993-1-1
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Create and use the ADETS welded mesh in the RF-CONCRETE Surfaces add-on module of RFEM
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Reinforcement of Existing Column in RFEM per AISC Design Guide 15
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Graphical display of the results from RF-/STEEL EC3
Screenshots
Product Features Articles
Material Model Orthotropic Masonry 2D
The material model Orthotropic Masonry 2D is an elastoplastic model that additionally allows softening of the material, which can be different in the local x- and y-direction of a surface. The material model is suitable for (unreinforced) masonry walls with in-plane loads.
Frequently Asked Questions (FAQ)
- How can I get the member end forces to design the connections?
- I would like to calculate and design "temporary structures." What do I need for this?
- How can I perform the design of the tension resistance of a smooth column in a smooth bucket column base, that is, the design against pulling out the column?
- How can I create a drilled beam in RFEM?
- I design timber components. The deformations of load combinations deviate from the manual calculation exactly by the factor of the material partial safety factor. Why?
- I often edit the reinforcement provided by the program. Adjusting the reinforcement by using coordinates takes much effort and time if having several beams in the model. Is there any way to speed up the reinforcement editing?
- For which programs is the STEEL Warping Torsion add-on module available?
- In the RF‑/STEEL EC3 add-on module, I obtain an extremely high design ratio for a member in the case of "Biaxial bending, shear and axial force." Although the axial force is relatively high, the design ratio seems to be unrealistic. What is the reason?
- How do you define the descriptions of various reinforcement results,such as the required reinforcement?
- How are the creep and shrinkage for columns considered in RF‑CONCRETE Members?
