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Re: Bolted Connection To Existing Old Steel

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Daryl Richardson wrote:
Fellow engineers,
 
       
        The obvious solution is to connect the flange of a T (perhaps fabricated from plate) to the existing steel and weld the web of the new beam to the stem of this T.  The load in the order of five thousand pounds in shear (no tension).  The devil is in the detail.
 
Would the Lindapter Hollo-Bolt work?

http://www.lindapterna.com/product_info/index.php?A=DET&P=Type%20HB