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Why are new COs generated during the calculation in RF‑/FOUNDATION Pro?
Why are new COs generated during the calculation in RF‑/FOUNDATION Pro?
Question
For the settlement calculation in the RF‑SOILIN add-on module, the specific weight gamma and gamma,sat are required for the soil. What do I need the value gamma,sat for, and how is it assumed in the calculation?
Question
Does the program check the lap length of the vertical stirrups of a block foundation with smooth bucket sides?
Bending Design of Block Foundations
How is the static depth d calculated in the bending design of block foundations (calculation as equivalent beams)?
Question
Is it also possible to perform crack width analysis according to EN 1992‑1‑1, Section 7.3, in RF‑/FOUNDATION Pro?
Question
Where on the foundation is the load applied in the design with FOUNDATION Pro?
Question
I can no longer open the dialog box to enter the soil profile in FOUNDATION Pro. Why?
Question
How can I enter the earth covering of a bucket foundation up to 10 cm below the top edge of the bucket in RF‑/FOUNDATION Pro?
Question
What happens if I activate the "Soil failure" function in RF‑SOILIN?
Question
Which principles are used for the design of the lap length performed in RF‑/FOUNDATION Pro? And can I deactivate this design?
Question
Which theoretical approaches are used in RF‑/FOUNDATION Pro for pocket foundations with rough bucket sides to divide the forces and moments and carry out the reinforcement layout?
Question
How do I activate the earth covering (permanent)? The corresponding check box is deactivated.
Question
I have activated the settlement calculation in FOUNDATION Pro, but cannot export the determined stiffnesses of the nodal supports. Why not?
Question
Can I rotate a foundation about the Z-axis in the RF‑FOUNDATION Pro add-on module?
Question
In the FOUNDATION Pro add-on module, the steel schedule and concrete cubage are displayed in the last two result windows. How can I print out these two pages?
Question
Is it correct that the allowable soil pressure has to be entered as the characteristic value in Window 1.1 General Data of FOUNDATION Pro? Will the design value be determined automatically?
Question
Where in the FOUNDATION Pro add‑on module can I activate the design for limiting a gaping joint according to DIN 1054:2010‑12 A 6.6.5?
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?
Question
Can I apply an impact load to the bucket only, instead of to the entire foundation?
- 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