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Adjusting NDS and CSA O86 Factors for Consideration in the Timber Design Add-on
How can the NDS and CSA O86 factors be manually adjusted for consideration in the Timber Design add-on?
NDS Strength Configuration - Calculation of Torsion Settings
What calculation is carried out for the NDS Strength Configuration "Calculation of Torsion" options?
- 005437
- RFEM 6
- RSTAB 9
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- Steel Design for RFEM 6
- Steel Design for RSTAB 9
- Steel Joints for RFEM 6
- Torsional Warping (7 DOF) for RFEM 6
- Torsional Warping (7 DOF) for RSTAB 9
- Steel Structures
- Structural Analysis & Design
- Stress Analysis
- Stability Analysis
- Warping Torsion Analysis
- Steel Connections
- Cold-Formed Sections
- Eurocode 3
- ANSI/AISC 360
- CSA S16
- IS 800
- GB 50017
- SP 63.13330
- BS 5950-1
- AS 4100
- SIA 263
Programs for Steel Structures
Which programs and add-ons are suitable for the structural analysis and design of steel structures?
CSA S16 Class 4 Sections
Can I design members with Class 4 sections according to CSA S16 in the Steel Design add-on?
Standardized Sections for AISI Design
Which standardized sections are valid for AISI cold-formed steel design in RFEM 6?
Custom Sections for AISI Design
Can I design user-defined (parametric) sections according to AISI S100 or CSA S136?
AISI Table B4.1-1 Applicability Limits
Does RFEM check the applicability limits of AISI Table B4.1‑1?
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)?
CSA S16 Class 4 Section
My section is classified as Class 4 and non-designable in RF-/STEEL CSA. However, my manual calculation shows a different class. Why the difference?
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