For the cantilever truss in Figure, determine the force in each member. | 100 N 60 30 5m 10 m 1000 N 1000 N
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- A steel rod is acted upon by the loading shown below. 50 mm2 is the area of the circular rod. The coupling sizes at B, C, and D are neglected. Use E st = 200 GPa. c) Force in segment CD, PCD=__________ kN, (insert type of force here) d) Total deformation in the assembly, σ = _____________ mmQ5: For the frame and loading shown in Fig.5, compute the horizontal and vertical component of all forces acting on its members. Sin. 10in ¥ l ]lfl;”l = e ; 6in. Fig.5At the nodes in the truss system given in the figure occurring displacement and the stress and reaction that occurs Find the forces.E=200GpaA=10000 mm2
- A load of W = 34 kN is lifted through a boom 'BCD' as shown in the figure. The boom makes an angle of 60 degrees with the vertical. Neglect the weight of the boom for this problem, L1 = L2 = 2.6 m. The pulley at 'D' is frictionless. d.) What is the vertical component at 'B' in kN? e.) Calculate the total reaction at 'B' in kN. *Round off in 4 decimal places. Thank you.9-8kN stress/force on the AB rope holding the base station shown below There are. In order for the net force at point A of this base station to be downward What is the stress/force that should be on the AC rope? A) 5556 N C) 7356 N B) 8200 N D) 3648 N E) 1228 NFind the residual forces acting in a truss with members AC=1000N (T), EG=520N (T), and FH=1200N (C) as indicated in Figure 2. Determine the loads P1, P2, and P3 as well. Use four decimal places.
- 2. FH, EH, and EG of the cage system for the loading condition given in Figure. Calculate the rod forces using the section method. Rod State whether the forces are tensile or compressive. P1(kN)=15 P2(kN)=45 L(m)=3The cross-sectional area of each member of the truss is 1.6in2. Calculate the average normal stresses in members CE, DE, and DF. Indicate whether the stress is in tension or compression. Draw free-body diagramDetermine the internal resultants FG, VG, and MG on the cross section at G of the horizontal frame member in Fig. P1.4-17. The uniformly distributed load on member AC has a magnitude w0=220 lb/ft. (See the inset for a definition of the resultants.)
- using the method of sections , analyse the truss shown in figure 8 below reguarding forces in menbers ED , DF AND FC .6–10. The maximum allowable tensile force in the members of the truss is (Ft)max=1500 lb, and the maximum allowable compressive force is (Fc)max=800 lb. Determine the maximum magnitude P of the two loads that can be applied to the truss. Take a=8 ft.From the system shown in the figure, obtain the forces and the average axial stress on each bar AB, AC and BC. Use the transversal area shown below.