Concrete Design Frequently Asked Questions
While modeling in concrete project designs, commands and features in ideCAD are used. Frequently asked questions during modeling are listed below.
- How can I open a space for shearwalls?
- How can I define the elevator pit in raft foundation?
- How can I define sub-basement shearwalls?
- How do I define the intermediate landing beam?
- How do I define a reverse beam?
- How do I define external load on elements?
- There is B warning in my columns. How can I solve it?
- Double reinforcement warns in slab. How can I solve it?
- How Can I Subtract Capacity Ratio Less Than 1?
- Should I solve dilated structures in a single project or in separate projects?
- I do not bent bars in the beams. How can I intervene?
- How do I rotate the structure?
- I can't get the stair drawings. Why?
- How can I get the pool report and drawings?
- I am getting the error that the number of mods is insufficient in the project I am modeling for the pool. What can I do?
- How do I analyze the dome with the building?
- How do I analyze the vault with the structure?
- How do I solve the stair with the structure?
- How can I make a stepped footing design?
- Does the program perceive column elements with a length more than 6 times the thickness as a shearwall?
- With which command can I do scaffolding analysis and get reports?
- I'm getting an insufficient number of modes error. How can I fix?
- I am getting a raft foundation insufficient reinforcement error. How can I fix?
- Can I make a ribbed/waffle solution as a single console?
- I'm getting an A1 and B2 irregularity warning. What should I do?
- I am getting a B1 irregularity warning. What should I do?
- Can we model and analyze columns on beams in the ideCAD?
- A2-A3 irregularity in the structure? What should I do?
- When should I solve the structure as semi-rigid and when fully rigid diaphragm?
- I get a report, I get the warning "The second order indicator value is high on any story. Increase the system rigidity". How can I fix it?
- In the Column Beam Joint Shear Capacity report, it appears that the columns in the rigid basement story have not been checked. Why?
- Can I move all stories of my project at once?
- Coordinate system and end force directions for shell elements
- Definition of the Coordinate System and Element End Force Directions
- How do I make the beam numbers sequentially starting from the top left on each story?
- Why do the foundation base pressure values not look the same as the values in the report and the 3D visualization?
- If a wall is drawn with the wall command on the beam and the wall load is entered in the beam settings, which one is taken into consider?
- Why are the site values from the AFAD map different from the site values calculated using the Offline option in the TDY wizard?
- How is the calculation done when the "Calculate the required reinforcement using the fiber model" option is activated?
- Why is there no warning when the capacity ratio is greater than 1.0?
- What do Vd, Ve, Vr, Vemax and Ratio mean when the Purs, SG.Purs, Hes As, Ger.As and ExtraAs columns are fulfilled?
- What can be done to reduce Analysis+Design time?
- How Do I Fix Development Length (ab) Error?
- Column-Beam joint shear safety (B) condition not satisfied. How can it be fixed?
- How Can I Fix B1 Type Irregularity?
- How is Fiber Reinforced Polymer (FRP) defined?
- What Can Be Done When Negative Ground Stress Occurs?
- How to Design High-Rise Buildings
- Is it correct to get a report by making story copying after the analysis?