Posted by T_Bone on April 18, 2009 at 21:53:46 from (4.254.164.255):
In Reply to: Back in business posted by Billy NY on April 18, 2009 at 20:31:51:
Hi Billy,
That sure puts a damper on a days work.
If I was you I would 1/4" plate the top and bottom of the web shown in the first picture as this is a fracture from fatigue failure. Without the additional plate you will probably see anointer crack quickly form.
I would take a piece of 1/4" x 8"long x web width and skip weld the plate on either side opposite of the welds. Do not weld on the narrow part of the plate on either end, leave that open, as we want too transfer load weight further down the beam.
I would also look at the other end as I suspect you'll also find the same fatigue cracks on that end too.
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