Reference
AISC Steel Construction Manual - Gusset Plate Design
Whitmore section width: Lw = 2*L*tan(30) + member width
Uniform Force Method: distributes brace force to beam and column
Fillet weld: phi*Rn = 0.75*0.6*FEXX*0.707*w per inch
Gusset checks: Whitmore yielding, buckling, block shear