Hi, I am using RAM Connection Standalone. I am designing a Single Plate Connection (Beam to Column Flange) .
The beam is a W16x36 and the column a W10 x 33, both ASTM 992 G50. The Ultimate Shear is 39.01K = (1.2*19.44)+(1.6*9.80)
The plate is A36, 9" length, 1/4" thick, vert & horiz edge dist...