Question: Based on model problem 6 . 3 in the course, knowing that the vertical shear is 6 5 kips in a W 1 0 6

Based on model problem 6.3 in the course, knowing that the vertical shear is 65 kips in a W1068
rolled-steel beam, determine the horizontal shearing stress in the top flange at a point located 4.31 in.
From the edge of the beam. The dimensions and other geometric data of the rolled-steel section are
given in Appendix B.
Based on model problem 6 . 3 in the course,

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