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i didnt use any constraints and connectors but i use anisotropic mass at nodes

i have applied the load on the exterior and interior columns . This is a 2D model

hi i am running a time history analysis for a 20 storey steel structure in abaqus but the analysis is aborted giving the error "constraints and connectors are not allowed at nodes with anisotropic mass" i am just wondering how to fix this? also my time period for the model comes out to be...