I have modeled a 30' transfer slab in SAFE 16 with gravity loads (from a 4 story building above). The gravity loads have been input by assigning loads to null beams and areas. However, when running the analysis, it produces some rather large joint reactions in the x and y direction. This seems odd to me as no lateral loads have been input. I have attached a screenshot and the safe model. Any tips would be appreciated. Thanks!
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