YankeeeSJR
Civil/Environmental
- Jun 25, 2003
- 7
Connection details on our design drawings show a 3/16 fillet weld, both sides, for a 3/8" gusset plate welded to the flanges of W shapes, say W10 x 45. Gusset plates are utilized for the connections of vertical bracing, welded to beam, bolted to bracing.
Although a 3/16 fillet is all that is needed for strength, the "green book", Tbl. J2.4, states that the minimum weld in this case is 1/4 based on the flange thickness of the W10.
The detailer has followed our design drawings and called out for a 3/16 fillet weld, but also states that 1/4 seal weld will be used. Assuming that the 1/4 seal weld is actually what will be fabricated in the shop can we assume that the 1/4 fillet seal weld will meet the requirements of Section J2?
Although a 3/16 fillet is all that is needed for strength, the "green book", Tbl. J2.4, states that the minimum weld in this case is 1/4 based on the flange thickness of the W10.
The detailer has followed our design drawings and called out for a 3/16 fillet weld, but also states that 1/4 seal weld will be used. Assuming that the 1/4 seal weld is actually what will be fabricated in the shop can we assume that the 1/4 fillet seal weld will meet the requirements of Section J2?