Connection Design - rotation
Connection Design - rotation
(OP)
I am at present designing a connection of a beam to column using 4 bolts with an end plate. There is rotation in the beam, i have looked in standards and see nothing about designing for this. How is it done? Although the torsional moment is small 2kNm i would just like to know how to check if connection is okay. Thanks





RE: Connection Design - rotation
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