Hanger calculation
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The diagram shows a hanger welded using 10# channel steel; a vertical post is welded at each of the four corners, with the 10# channel steel connecting to the load to be lifted. I would like to know how to calculate the strength of this hanger to determine whether it is capable of supporting the load The load is 7500x800 mm in size, 1900 mm in height, and weighs 3 tons.
OP, will this hanger ultimately pass the lifting test?