9-7. Determine the stress components acting on the inclined plane AB. Solve the problem using the method of equilibrium described in Sec. 9.1.
Solution: Below is the Solution of this question. You can download the solution.
9-6. The state of stress at a point in a member is shown on the element. Determine the stress components acting on the inclined plane AB. Solve the problem using the method of equilibrium described in Sec. 9.1.
Solution: Below is the Solution of this question. You can download the solution.
*9–4. The state of stress at a point in a member is shown on the element. Determine the stress components acting on the inclined plane AB. Solve the problem using the method of equilibrium described in Sec. 9.1.
Solution: Below is the solution of this problem. You can download the Solution
9–3. The state of stress at a point in a member is shown on the element. Determine the stress components acting on the inclined plane AB. Solve the problem using the method of equilibrium described in Sec. 9.1.
Solution: Below is the Solution of this problem. You can download the solution
9–2. Determine the stress components acting on the inclined plane AB. Solve the problem using the method of equilibrium described in Sec. 9.1.
Solution: Below is the Solution of this problem. You can download the solution
A compound beam with internal hinges is loaded as shown. Draw the load, shear, and moment diagrams of the figure show. F=6000N, q=1000N/m.
Solution: Below is the solution of this problem. You can download the solution
The diagram shows a bearing load on a spread footing. Draw the load, shear, and moment diagrams of the figure shown. F=2000N, q=500N/m.
Solution: Below is the solution of this problem. You can download the solution
Draw the load, shear, and moment diagrams for an overhang beam with a triangular and uniform load. q=6000N/m
Solution: Below is the solution of this problem. You can download the solution
For a cantilever beam with an upturned end, draw the load, shear, and moment diagrams. F1=4000N, F2=2500N.
Solution: Below is the solution of this problem. You can download the solution
Draw the load, shear, and moment diagrams for the illustrated single overhang beam with a uniform and concentrated load. (Note: Single overhangs develop two points of possible Mmax ). F=1200N, q=200N/m
Solution: Below is the solution of this problem. You can download the solution
