- Use Method Of Sections Or Method Of Joints To Solve For The Following Unknowns On The Truss System Shown In Figure 2 Fo 1 (55.63 KiB) Viewed 24 times
- Use Method Of Sections Or Method Of Joints To Solve For The Following Unknowns On The Truss System Shown In Figure 2 Fo 2 (55.63 KiB) Viewed 24 times
- Use Method Of Sections Or Method Of Joints To Solve For The Following Unknowns On The Truss System Shown In Figure 2 Fo 3 (44.79 KiB) Viewed 24 times
Use method of sections or method of joints to solve for the following unknowns on the truss system shown in figure 2. For tensile members, use A = 500 mm²2 and for compressive members use A = 400 mm². 2.2 Axial stress in member CD in MPa. Indicate negative if compressive stress. (10 pts)
2. The beam in the figure 2 below is to be loaded with 22.5 kN single axle load, a uniformly distributed live load of 57 kN/m, and a uniformly distributed dead load of 38 kN/m. Considering the loads, draw the influence lines and determine the following responses. a. Maximum Vertical Reaction at C in kN. (10 pts) b. Maximum Negative Shear at B in kN. Put "0" if none. (10 pts) c. Maximum Positive Shear at B in kN. Put "0" if none. (10 pts) d. Maximum Positive Moment at B in kN-m. Put "0" if none. (10 pts) A B C D Figure 2 5m 4 m 15m 6 m