Solved: A column is fabricated by connecting the rolled-steel members shown by bolts of
Chapter 13, Problem 13.7(choose chapter or problem)
A column is fabricated by connecting the rolled-steel members shown by bolts of \(\frac{3}{4}\)-in. diameter spaced longitudinally every 5 in. Determine the average shearing stress in the bolts caused by a shearing force of 30 kips parallel to the y axis.
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