gabrian
Civil/Environmental
- Mar 7, 2017
- 6
Hello,
I am running a time history analysis to evaluate the seismic response of a frame, modelled with 2D wire B23 elements. The problem is that I cannot obtain the shear force in the columns, only SF1 from the results. Could you tell me how could I obtain the shear at each level?
I am running a time history analysis to evaluate the seismic response of a frame, modelled with 2D wire B23 elements. The problem is that I cannot obtain the shear force in the columns, only SF1 from the results. Could you tell me how could I obtain the shear at each level?