hello engtips
is that true like everybody else said that the lower the story of moment frame the greater the bending moment of column (whether it caused by GL EQL)? because im runing a model in ETABS and the maximum bending moment found on 2nd story not the 1st one. if its so what should i check? can somebody help me out? the model is in the attachment it consists of 4 stories, Seismic category design D
is that true like everybody else said that the lower the story of moment frame the greater the bending moment of column (whether it caused by GL EQL)? because im runing a model in ETABS and the maximum bending moment found on 2nd story not the 1st one. if its so what should i check? can somebody help me out? the model is in the attachment it consists of 4 stories, Seismic category design D