A steel bar has a rectangular cross section 12.7 mm wide and 38.1 mm deep. The bar is subjected to a twisting moment T = 135.7 N • m. The shear yield stress of the material is 82.7 MPa.
a. By Eq. 6.64, calculate the maximum shear stress in the bar and show in a diagram where it occurs.
b. Calculate the shear stress in the bar at the center of the-short side.
(6.64)
We need at least 10 more requests to produce the solution.
0 / 10 have requested this problem solution
The more requests, the faster the answer.