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Question
In compliance with DIN 1054, the allowable contact stress "Sigma_all" has been entered for the soil contact stress analysis. RF‑FOUNDATION Pro requires a "characteristic value" to be entered. How are both approaches of DIN 1054 and EN 1997‑1 compatible?
Modeling of Timber-Concrete Composite Floor
How can I model a timber-concrete composite floor?
Question
How many mode shapes do I need to consider in the dynamic analysis?
Question
How do I determine the stiffness center of my structural system?
Seismic Analysis
What is the approach for seismic design in RFEM or RSTAB 8?
Bending Design of Block Foundations
How is the static depth d calculated in the bending design of block foundations (calculation as equivalent beams)?
Question
How can I calculate a timber-concrete composite floor with cross-laminated timber?
Question
What are the stiffness reduction factors k33 and k88 in the Multilayer Surfaces Add-on?
- 003312
- CONCRETE 8
- ALUMINUM 8
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- CONCRETE Columns 8
- EC2 for RFEM 5
- EC2 for RSTAB 8
- TIMBER Pro 8
- CRANEWAY 8
- RF-CONCRETE Columns 5
- RF-CONCRETE 5
- RF-PLATE-BUCKLING 5
- RF-FOUNDATION Pro 5
- RF-HSS 5
- RF-GLASS 5
- RF-TIMBER Pro 5
- RF-SOILIN 5
- RF-FRAME-JOINT Pro 5
- RF-STEEL EC3 5
- RF-PUNCH Pro 5
- Eurocode 2
- Eurocode 3
- Eurocode 5
- Eurocode 9
- Eurocode 7