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Question

A bracket plate connected to a column flange transmits a load of 150 kN as shown in the following figure. The maximum force for which the bolts should be designed is -


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Solution



Direct force FD=1505=30 kN

Torsional force,
FT=Perr2=150×103×750×8024×(802)2

=248592.2 N=248.59 kN

θ=45
Resultant force,
FR=(30)2+(248.59)2+2(30)(248.59)cos 45
=270.64 kN

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