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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
Does the program check the lap length of the vertical stirrups of a block foundation with smooth bucket sides?
Add-on Module RF-/FOUNDATION Pro
Does RF‑/FOUNDATION Pro work independently, without the main program?
Bending Design of Block Foundations
How is the static depth d calculated in the bending design of block foundations (calculation as equivalent beams)?
Design of Strip Foundation
Unfortunately, I cannot find any information about how to design a strip foundation in RFEM. Is this not possible? What would be the alternative option?
Question
Is it also possible to perform crack width analysis according to EN 1992‑1‑1, Section 7.3, in RF‑/FOUNDATION Pro?
Design According to ÖNORM
Can I design a reinforced concrete structure according to ÖNORM in RFEM?
Question
Can I use RF‑CONCRETE Surfaces to determine the steel mass for the inserted reinforcement?
Question
How can I rotate a single foundation 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
What is the difference between the add-on modules RF‑/FOUNDATION and RF‑/FOUNDATION Pro?
Question
In RF‑FOUNDATION Pro, I get Error Message No. 30195. What can I do?
Question
When I increase the plate thickness of a foundation in RF‑/FOUNDATION Pro, the side length changes automatically.How can I turn off this behavior?
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
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
Can I somehow verify the bending moment from the integration of contact stresses determined in RF‑/FOUNDATION Pro?
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
During the calculation in RF‑/FOUNDATION Pro, I receive an error message saying that the foundation dimension is less than twice the eccentricity. Why? And what can I do?
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