Solved: The composite beam shown is fabricated by
Chapter 6, Problem 6.8(choose chapter or problem)
The composite beam shown is fabricated by connecting two W6 320 rolled-steel members, using bolts of 58-in. diameter spaced longitudinallyevery 6 in. Knowing that the average allowable shearingstress in the bolts is 10.5 ksi, determine the largest allowable verticalshear in the beam.
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