Base Module of CEDRUS
- Cracking design in CEDRUS for orthotropic materials
- How to open or import old calculations in CEDRUS?
- What is the difference between importing DXF lines and CADview?
- How can wall or beam terminations be aligned?
- How can wall or beam terminations be aligned?
- Entering a scale factor is not possible in the print input dialog, or the scale factor shown in the CubusViewer print input list is strange, and is not shown in the title of a chart in the preview.
- I have created different spacing lines for the support areas and corresponding attribute boxes. Can I see which parts of the slab are actually supported?
- I have a slab with different thicknesses, top surface levels and sagging beams, is there any way to check this graphically?
- I have defined a joint in the Y direction. Why do I get reinforcement moments in the X direction on the joint?
- I have set the wall and column properties to “no tensile forces are transmitted”, but I still get negative feedback. Why?
- CEDRUS “Standard” and “Standard+” reinforcement sizing.
- Export to Excel the reactions of the columns of a CEDRUS slab.
- Create slab and void contours in CEDRUS from a .dxf file
- Model a slab with different levels in CEDRUS.
- Joints at CEDRUS.
- The importance of the angle formed by the principal directions of a CEDRUS model and the dimensioning sections.
- Basic rules for modeling intersections between beams in CEDRUS.
- Reinforcement moments vs. results of a combination of individual loading assumptions.
- Some common errors when modeling a slab in CEDRUS.
- What should I do if CEDRUS gives me the message “Attention: dm not constant” in a check against punching?
- How does prestressing affect the punching shear verification of a slab in CEDRUS?
- Calculating deflections in cracked state with CEDRUS according to Eurocode 2
- How to properly enter an orthotropic slab in CEDRUS?