Question: Knowing that the vertical shear is 5 0 kips in a W 1 0 6 8 rolled - steel beam, determine the horizontal shearing stress

Knowing that the vertical shear is 50 kips in a W1068 rolled-steel beam, determine the horizontal shearing stress in the top flange at a point a located 4.31in. from the edge of the beam. The dimensions and other geometric data of the rolled-steel section are given in Appendix C.
Knowing that the vertical shear is 5 0 kips in a

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