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.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 -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-
- 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)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.)
- 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