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I am attempting to create an analytical model using analytical automation, but the results indicate that the slabs and columns/beams are not properly connected as shown in the picture. How can we rectify this to ensure proper integration?
The plan is to export the analytical model to ETABS for further structural analysis. If the model remains unchanged (with slabs not properly connected to columns and beams), will it affect the calculations in ETABS?
Solved! Go to Solution.