• RAM Connection - Column Splice Moment Connection (Flange-plated) & Single Shear Plate

    I am designing a column splice in RAM Connection. Both columns are W10x49 A992 Gr50. Shear = 50 kips, Axial = -300 kips, M33 = 150 kip*ft. After designing the problem, I obtain results with demand values I do not know. How did RAM Connection calculate…