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Height difference Geological region Different height
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![[PL] CP 001184 | "Terma Bania" Building Extension and Renovation in Białka Tatrzańska, Poland](/-/media/Images/netgenium/thumbnails/2/9/6/4/9/2964951/2964951.png?la=en&mw=348&mlid=9DC8AE61D3E74C76877B9709B1D6F554&hash=57ECD691BED615182A739F30B5F4246CCB748CCA)
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Often, models are needed in several projects, like the purlin with columns and knee braces in this example. The dimensions can be changed directly in RFEM or RSTAB by shifting the nodes.
![Vertical Soil Stress under Corner Point of Uniform Rectangle Load [2]](/-/media/Images/website/img/000001-010000/009601-009700/009675.png?la=en&mlid=AEBCAC28C25A4A2F93F419D5DA4345C3&hash=C2A6383AD9BEC4A6A8EB68C3F997CE680E35D3AC)
![Vertical Soil Stress According to Boussinesq [2]](/-/media/Images/website/img/000001-010000/009601-009700/009674.png?la=en&mlid=6A2CE5FBD4C1471CB9163F4CD95C1105&hash=47163D27466542FC24133FADC006A9D2E2FD490F)
![Distribution of Vertical Soil Stresses and Related Settlement under Uniformly Distributed Load from [2]](/-/media/Images/website/img/000001-010000/009601-009700/009676.png?la=en&mlid=0F1EF7232A7141658DA9FC03757AD39F&hash=16731A6B41D9FDEB3B3EA4C39AC534791DB85C35)
![Time-Dependent Settlement Components [2]](/-/media/Images/website/img/000001-010000/009601-009700/009673.png?la=en&mlid=136EB2E10159447D9AA4FCBA2CAAFFAC&hash=FE51BA31D459E02FBB24C2B80C4445E604F92FA9)
![Effective Flange Width Parameters ([1], Figure 5.3)](/-/media/Images/website/img/000001-010000/009501-009600/009561.png?la=en&mlid=13AB26CD264B4FA99150359EADB3EBDF&hash=13863925A3B86AD93F59B56362BB016CB2A3AF83)
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.
- Is there a way how to easily prevent RF‑SOILIN from recalculating the foundation every time the load in the governing load case is changed?
- How can I create a curved or curved section?
- How are the signs to be interpreted for the release results of the line release and line hinges?
- Is it possible to manually specify a longitudinal reinforcement for the design in RF-PUNCH Pro?
- Can I simulate the cracked state of a concrete cross -section for a bending beam with the "Isotropic Nonlinear Elastic 1D" material model?
- Why is the deflection of the reinforced concrete floor sometimes greater when selecting a larger basic reinforcement?
- I have a question about message no.47 in the RFEM program. What is the exact meaning of the word integrate? What is the resulting effect?
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If I do not specify any basic reinforcement in RF-CONCRETE Surfaces, I get the value X as additionally required reinforcement. If I enter this value X as the existing basic reinforcement, I correctly do not get any additional required reinforcement.
However, if I enter a lower value than the determined required total reinforcement as the basic reinforcement, the additionally required reinforcement is increased in such a way that the originally required reinforcement content is exceeded. Why? - Why does the RF-CONCRETE Surfaces add-on module not increase the amount of reinforcement until the SLS designs have a design ratio of 1.0?
- How can I get the member end forces to design the connections?
Associated Products
Add-on Module
Soil-structure interaction analysis and determination of elastic foundation coefficients based on soil data
760.00 USD
