EXAMPLE 1.2 1.5 m Kim-im-im- Determine the support reactions at A and the axial force in member DC.
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- Determine Reaction and Internal Member Forces4- For the structure shown, calculate bearing reactions. 10 1200 Ib 2000 lb 100 lb/ftThe frame below is used to support the distributed load as shown. (12) a) Find the reactions at C and E. Gft (8) b) Find the force in link BD. Is the link in compression or tension? 1.5 Lb/Ft B You must show all free body diagrams used and label all forces that appear on your diagrams and in your equations. 4,5ft
- FIND THE PIN REACTION FORCES AT C3. The figure shows a 100.kg box suspended from the extreme side of the horizontal truss. Assume that the truss's weight is negligible; what is the tension (N) in the cord supporting the truss. Angle is 38 degrees from the horizontal side of the truss IS CORD truss 4. A 3,000. kg truck is towed up along a hill with a cord whose functional strength is 10,000 N. The hill is inclined at 15 degree from the horizontal. Find the maximum acceleration of the truck in m/s^2.Statics with Applications homework problem. Find the forces in the following members using any method. AC, EA, FD, GF
- 80 lb/ft Situation 3.20 – Calculate the magnitudes of the pin reactions at A, B, and C for the frame shown. Neglect the weights of the members. 25. Calculate the total reaction of the pin B - 5 ft-5 ft- reaction at A, in lb. Answer: 130.65 Ilb 26. Calculate the total reaction of the pin reaction at B, in lb. Answer: 733.94 Ilb 27. Calculate the total reaction of the pin reaction at C, in lb. Answer: 1021.89 lb Figure SP-3.18 y/91 09 12 ftFig. 1 shows a simple six bar linkage held in static equilibrium while a torque Tin = 250 N mm is applied. Determine the reaction forces at each joint and the holding force P by considering the free-body diagrams of each member. Each small square on the grid is 50 mm by 50 mm. H E Figure 1 Simple Six Bar Linkage B TinQuestion 7 Find the value of The reaction force at the support A .
- Consider the truss shown in (Figure 1). Suppose that F = 18 kN Determine the force developed in member FE of the truss and state if this member is in tension or compression. Determine the force developed in member EB of the truss and state if this member is in tension or compression. Determine the force developed in member BC of the truss and state if this member is in tension or compression.JON 20N 10N 15N Com 8m B 4m Em 4m From the figure above, determine the: A. Resultant reaction at supports B. All the member forces (AE, AC, CF, EC, EF, FG, GB, BD, DF, DG)4. The roof truss supports with vertical loading, F= 15 kN as shows in Figure S5. i. List all the zero force members for the roof truss ii. Determine the force in members KJ, NJ and CD, and state if the members are in tension or compression. F= 15 kN K 6 m H M G N D E B' F 6 m 9 m 6 m