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?

Next Topic

How can I open a space for shearwalls?

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