Question: PROBLEM 6 . 3 The composite beam shown is fabricated by connecting two W 6 2 0 rolled - steel members, using bolts of 5

PROBLEM 6.3
The composite beam shown is fabricated by connecting two W620 rolled-steel members, using bolts of 58-in. diameter spaced longitudinally every 6 in. Knowing that the average allowable shearing stress in the bolts is 10.5 ksi , determine the largest allowable vertical shear in the beam.
PROBLEM 6 . 3 The composite beam shown is

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