If you make a solution taking into account the gaps and discard the provided reinforcements, you will prove it. I think you should do a partial solution.
Hello, - In the Analysis Model window, you can select the Combination "Reinforced Concrete Design Envelope" for the Shell Elements Solved with Shell/Structure component in the Visualization Dialog and check the calculation reinforcement areas (in cm2/m) at the top and bottom for As1 and As2. (You should perform analysis by ticking "Consider earthquake effects in slab analysis" in Analysis Settings.)
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