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Assalam O Alykum I have encountered problem on licensed version of Etabs 18.1.0. The column results shown on the design summary is not matching with the summary shown on the main window. If it is convenient, can anybody check from their side? Second, the structure is located in Jeddah with seismic zone 2A and column laps or splices are giving at a distance of 54 dia from the roof. I mean laps or splices are not giving at the point of zero bending moment / mid of column and if you see the output the higher reinforcement is coming at 0.00 where already we have doubled reinforcement of column. Can we ignore this higher % of reinforcement?
