Determine the distribution of shear forces and bending moments in a flexural beam for concentrated moment, M=10kN.m at its center. Take length of beam, L=1m.
Solution: Below is the Shear and Moment distribution diagrams of the given beam. You may download the solution:
Determine the distribution of shear forces and bending moments in a flexural beam for distributed force q=10kN/m. Take length of beam, L=1m
Solution: Below is the Shear distribution and Moment distribution of this SSB. You may download the solution:
Draw the Shear and Moment Diagram of the simply supported beam carrying a point force F=10kN at the center. Take total length of beam, L=1m.
Solution: Below is the SFD and BMD of the given SSB. You may download the solution:
Draw the Shear and Moment diagram of the cantilever beam carrying a concentrated moment, M=10kNm at the free end. Take length L=1m
Solution: Below is the SFD and BMD diagrams of this cantilever beam. You may download the solution
Draw Shear and Moment Diagram of the cantilever beam given, carrying a uniformly distributed load of q=10kN/m, take length L=1m
Solution: Below is the SFD and BMD of this cantilever beam. You may download the solution:
Draw Shear and Moment distribution of the given cantilever beam with point load at free end =F = 10kN. Length, L=1m.
Solution: Below is the Shear and Moment Diagram of this Cantilever problem. You may 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
