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high mast light base plate design
i have a 60 ft hml light we are installing and have been asked to check size, depth, and number of bolts required. i have all the forces, moments, and stresses provided. the base plate is circular. i have already checked many threads but do not have excess to many of the references recommended. my most currenct aci 318 manual is 1999 and i have aisc lrfd manual second edition. what i am mostly confused about is eccentricity. if anyone can provide a good basic example or know of where i can obtain material for a clear understanding of designing for the base plate and then anchor bolt size i would greatly appreciate it.
i suggest "design of welded structures", by omer blodgett.
also look at aisc design guide #1, "column base plates" |
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