IsaacG

When performing a wind and weight analysis on truss all memebrs pass; while performing a seismic analysis on a 6x12 m2 truss with 4.6m height (excentricity of 0.05, base shear coefficiente C=0.18, and elevation coefficient K=1) all members on the heels and piers don't pass the analysis. Tried redoing the same model based on some YouTube tutorials but same results (also tried assigning directly end length offsets, and defining the insertion point)