i have welded several structual sections lately.one was 1/4" plate to 1/4" plate the other was 1" plate to 1" plate.both of them were fillet welds low hydrogen uphill.i beveled one side of the tee on the fillet and didnot bevel the plate where the tee joined.i then welded all the way around it.on both of them where the tee joined the other plate right beside the weld it tore out.it was not cracked.the metal from the piece where the t joined too was still stuck to the side of the weld.is this common?is this a reject weld or a good weld.the weld didnot break but the metal right beside the weld did.please help i have never had this happen even when bending straps on a test.