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FAQ

Answers to frequently asked questions  

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Purchase Decision (13) Installation (7)
Input (11) Calculation (43)
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1. I calculated a steel frame with 20 manually created load groups with gamma-fold loads.
Now I need the gamma = 1 times deformations.

Is it only possible with the way as described below?

1) I have to copy each LG individually because several LGs cannot be copied at the same time.

2) I have to open each of the 20 load groups to set manually all factors to 1.0.

Or is there an automated method to save a lot of time?
RSTAB 7.xx RFEM 4.xx
2. I need to simulate a curved wall element with some drilled circular holes in the surface. To create these holes in RFEM, I would normally draw a circle in the wall element to create the opening.

But how do I draw a circle on a curved surface?
RFEM 4.xx
3. Is it possible to copy several concentrated loads graphically in RFEM? RFEM 4.xx
4. How can I set the reference material in composite cross-sections? SHAPE-MASSIVE SHAPE-THIN
5. What is the easiest way to enter a scissor release in RSTAB? RSTAB 7.xx
6. We want to reinforce a floor plate of a round container radially or tangentially.
Is there a way to not calculate an orthogonal reinforcement but a radial or tangential reinforcement?
RFEM 4.xx
7. Is it possible to combine two or more members (extending in an axis) to one single member? The generated intermediate nodes need to be deleted. RSTAB 7.xx RFEM 4.xx
8. Is it possible to add different elastic moduli for the x- and y-direction in RFEM? RFEM 4.xx
9. I would like to insert two additional load cases after the third load case. Is there a way to add additional load cases at any location, if I already have 20 load cases? RSTAB 7.xx RFEM 4.xx
10. I have problems when entering the correct spring constants for framework structures, strip foundations etc. Are the translational springs, shear springs and rotational springs stiffness moduli (MN/m²) or bedding moduli (MN/m³)? RSTAB 7.xx

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