(a) Use the equilibrium approach to determine the shear as a function of position in the region 6 ft ≤ x ≤ 12 ft.
(b) Use the integration approach with the results of Part (a) to determine the moment in the region 6 ft ≤ x ≤ 12 ft.
(c) Values for the shear and moment at A and just to the left of B are shown in the shear and moment diagrams provided. By inspection, complete these diagrams for the region 0 ≤ x ≤ 6 ft. Accurately draw the shapes of the curves and label the slopes at x = 0 and x = 6 ft
Figure P8.93.
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.