I have a skewed 3/8 " thick shear plate shop welded into the web of a beam. The acute angle is between 30 deg and 60 deg. Is there a prequalified weld for this joint? Does it require the end of the plate to be beveled such that it bears fully on the beam web? Is this covered under details C and D of figure 3.11 in ASW D1.1:2006?