Can anyone know how module Robot in panel calculation can calculate the reinforcement only ? I use the Panel module but the result for crack and deflection is nothing.
I don't know is there any thing missing in my calculation.
In this case only the flexural reinforcement is shown:
But the crack and deflection is none ?
Have you defined SLS combinations? Deflections and Cracks are calculated when SLS combinations are selected for verification. Share zipped RTD file for verification.
Dear @Krzysztof_Wasik ,
Yes I have defined the SLS combination (201), and both ULS (101) & SLS (201) is defined in the calculation of panel as shown in below:
But only the value in ULS show the results, for SLS it will appear this error message and the value is zero for all.
I also attach the model Robot, if possible could you please help me to check this point, thank you in advance for your help.
You should assign correct SLS type:
Or in the table:
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Roman Zhelezniak
Robot Evangelist & Passionate Civil Structural Engineer
Dear @Romanich ,
I have tried to change to SLS-Quasi permanent but the result is still zero the same as below.
Did you check on the model on your side ? Does it have the result ? Thanks in advance
Maybe the reason is that you have a span 1.1 m and 200 mm slab thickness. For example, I have applied supports to have the bigger span:
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Roman Zhelezniak
Robot Evangelist & Passionate Civil Structural Engineer
Model attached (Robot 2022)
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Roman Zhelezniak
Robot Evangelist & Passionate Civil Structural Engineer
You have too small loads to obtain cracks for defined slab geometry and loads. Cracks appears when you increase loads in your model. I have increasd live loads to 150 kN/m2. Then X- cracks are 0.2 mm.
