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Mr. Jeffrey Teagarden, P.E., M.ASCE


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Posted By Jeffrey Teagarden 01-18-2018 09:34 AM
Found In Egroup: Integrated Buildings & Structures
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I could not see the attachment. I assume your anchor bolts are also inadequate; although this option would work even if they are OK. Assuming the anchor bolts are typical and in the corners of the base plate, you could add angles to the flanges and web (4 total), either welded or bolted, and then post ...