FAQ

CEDRUS

All generations

1. I set the wall and column properties to 'no tensile forces transmitted' but I get negative reactions anyway. Why?
2. Why do the moments resulting from a limit state specification not match the results of a corresponding result combination?
3. I defined a hinge line in Y direction. Why do I get reinforcement moments in X direction over the hinge line?
4. How can I make the node- and element numbers visible?
5. I have a plate with different thicknesses, top surface levels and downstanding beams. Is there a way to check this graphically?
6. I created different separating lines for area support zones and corresponding attribute boxes. Can I see which parts of the plate are actually supported?
7. Sometimes, the input of a scale factor is not possible in the print entry dialog or the scale factor shown in the print entry list of the CubusViewer is strange and it is not shown in the title of a graphic in the preview!
8. How can I control the user interface windows in the building module?
9. How can I model the stiffening effect of basement walls over a foundation slab?