While modeling in concrete project designs, commands and features in ideCAD are used. Frequently asked questions during modeling are listed below.
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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?
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