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Surface for Modeling Masonry Lintels
No Download Possible
Customer Project / View Only
| Number of Nodes | 4 |
| Number of Lines | 4 |
| Number of Surfaces | 1 |
| Total Weight | 0.003 tons |
| Dimensions (Metric) | 0.000 x 0.115 x 0.240 m |
| Dimensions (Imperial) | 0 x 0.38 x 0.79 feet |
| Program Version | 5.22.01 |
Length: 01:02:23 min
Length: 00:00:51 min
Length: 00:59:49 min
Length: 00:53:49 min
Length: 00:00:58 min
Knowledge Base
Length: 00:00:54 min
Length: 00:02:16 min
Length: 00:01:16 min
Knowledge Base
Length: 00:01:01 min
The properties of the connection between a reinforced concrete slab and a masonry wall can be correctly considered in the modeling using a special line hinge that is available in RFEM 6. This article will show you how to define this type of hinge using a practical example.
You can model and analyze masonry structures in RFEM 6 with the Masonry Design add-on that employs the finite element method for the design. Complex masonry structures can be modeled, and static and dynamic analysis can be performed, given that a nonlinear material model is implemented in the program to display the load-bearing behavior of masonry and the different failure mechanisms. You can enter and model masonry structures directly in RFEM 6 and combine the masonry material model with all common RFEM add-ons. In other words, you can design entire building models in connection with masonry.
The effects due to snow load are described in the American standard ASCE/SEI 7-16 and in Eurocode 1, Parts 1 through 3. These standards are implemented in the new RFEM 6 program and the Snow Load Wizard, which serves to facilitate the application of snow loads. In addition to this, the most recent generation of the program allows the construction site to be specified on a digital map, thus allowing the snow load zone to be imported automatically. These data are, in turn, used by the Load Wizard to simulate the effects due to the snow load.
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.
In the Stress-Strain Analysis add-on, you can use the option to specify sign-dependent limit stresses by stress component.
Get a better understanding of the stress distribution within member cross-sections by using clipping planes.
The deformation process of the global deformation components can be represented as a movement sequence.
The results of solid stresses can be displayed as colored 3D points in the finite elements.
Is it possible to influence the transverse distribution of a load in the case of the Isotropic | Masonry | Plastic material model?
How can I set user-defined points for result values on surfaces in RFEM 6?
How can I connect surfaces to other surfaces or members in a hinged/semi-rigid way?
What are Line Hinges and Line Releases?
What are Line Hinges and Line Releases?
How can I efficiently define line hinges on several surfaces?
How do I create an imperfection based on a mode shape in RFEM 6?
How can I carry out case-related design for different load situations?
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