It is my understanding that AWS D1.4 allows the welding of A615 reabr. Would someone be willing to post the page from Table 5.1 that specifies the conditions for welding A615 bars?
We specified #7 A615 bars for rungs on an exterior ladder. The rebar was inserted into a hole in the ladder vertical and fillet welded on the back side. The ladders are already built.
Thanks
We specified #7 A615 bars for rungs on an exterior ladder. The rebar was inserted into a hole in the ladder vertical and fillet welded on the back side. The ladders are already built.
Thanks