Q4A: Calculate the forces in members AG,AB, CG, GF and CF for the truss shown. 2 kN C 2 m D 4 kN 2 m G B 2m F E 3 m
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- The 350-lb homogeneous plate has the shape of an isosceles triangle. The plate is supported by a thrust hinge at A, a slider hinge at B, and the cable CD. Find the force in the cable and the magnitudes of the hinge reactions.Crane boom of mass 450 kg with its center of mass at C isstabilized by two cables AQ and BQ. The crane boom lies in the y–zplane. Find the forces in each cable (P=20 kN)Problem 6d: Find all forces acting on member ABC. The cylinder weighs 80 lb. -3 ft E 4 ft 1 ft A B 4 ft D 6 ft- -2 ft -
- 3 m -3 m *-3 m 3 m B C 4 m H 10 kN 15 kN 5 kN A) Use method of sections to find the forces in CD, DG, and FG. The reaction at E is 13.75 kN. Show your section free body diagram. Use the appropriate descriptions of truss member forces.Draw free-body diagrams (FBDs) for the specified rigid bodies. Then, write the coordinates of each named point in the figure (A, B, etc.) and any additional point where a force or moment is acting. a. A bent pipe with negligible mass, supported by a ball-and-socket joint at A and three cables, CD, BD, and BE. (Represent the distributed force as an equivalent point force in your FBD.)The jaws and bolts of the wood clamp in Fig- are parallel. The bolts pass through swivel mounts so that no moments act on them. The clamp exerts forces of 300 N on each side of the board. Treat the forces on the boards as uniformly distributed over the contact areas and determine the forces in each of the bolts. Show on a sketch all forces acting on the upper jaw of the clamp. D 100 mm 150 mm B H00 mm75 mm-100 mm-
- Question-4. Find the magnitude and nature of the forces in members AC, AD, DB, CE, CF and FD by section method.2. Find the forces acting at pins C and D of the given frame. loworod slowly onto 2.2 m -3 m 2m DI 3 m3 m- B 4 m 240 N3/17: The uniform beam has a mass of 50 kg per meter of length. Compute the reactions at the support O. The force loads shown lie in a vertical plane. Ans. Ox= -0.7 kN, Oy = 5.98 kN, Mo= 9.12 kN.m 1.4 kN 3 kN 4 kN-m B. 0.6 m A 0.6 m 1.8 m 0.6 m 30
- 4 kN 3 m 4 m Use the method of joints to find all reaction and member forces in the trusses.Question-4 Find the magnitude and nature of the forces in members AC, AD, DB, CE, CF and FD by section method. A 1 kN 2 m 2 kN 2 m F 2 m H 2 m 2 m B4. Find the all the support reactions and all the internal forces in all the members and whether in tension or compression. 5 kN 30°- A 6 m 1 m 2 m - y B 3 m 3 m