4/113 Determine the components of all forces acting on each member of the loaded frame. A M C R M 45° 45° B y PROBLEM 4/113
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- Four forces are exerted on the eyebolt as shown. If the net effect on the bolt is a direct pull of 615 lb in the y-direction, determine the necessary values of T and θ.Assume F1 = 395 lb, F2 = 250 lb, F3 = 420 lb, 34°.The convergent system of 4 forces acting on an absolutely rigid body is balanced (ΣFKY = 0). Determine the projection of the fourth force on the Oy axis if F1y = 160.0 kN; F2y = -46.0 kN; F3y = 36.0 kN;.Determine the magnitude of the pin force at A.Assume W = 665 lb, a = 3.7 ft, b = 2.9 ft, r = 8 in.
- The member is supported by a square rod which fits loosely through the smooth square hole of the attached collar at AA and by a roller at B. The member is subjected to the forces F1 = 350 N , F2 = 450 N , and F3 = 600 N . Determine the normal reaction force of roller at B. Determine the components of the reaction force of the support at A using scalar notation. Determine the components of moment of the reaction at A using scalar notation.The member is supported by a square rod which fits loosely through the smooth square hole of the attached collar at A and by a roller at B. The member is subjected to the forces F1 = 200 N , F2 = 350 N , and F3 = 500 N . Determine the normal reaction force of roller at B. Determine the components of the reaction force of the support at A using scalar notation. Determine the components of moment of the reaction at A using scalar notation.Determine the horizontal and vertical components of force that the pins at A and B exert on the frame. 4.1 The magnitude of the horizontal component Ax at the hinged support A is Blank 1 kN. 4.2 The magnitude of the vertical component Ay at the hinged support A is Blank 2 kN. 4.3 The magnitude of the horizontal component Bx at the hinged support B is Blank 3 kN. 4.4 The magnitude of the vertical component By at the hinged support B is Blank 4 kN.
- Determine the x, y, z components of reaction at the fixed wall A. The 150N force is parallel to the z axis and the 200N force is parallel to the y axis. Determine the x, y, z components of the moment of reaction at the fixed wall A.Replace the three forces acting on the guy wires by a single force acting on the flagpole. use t1= 200 lb, t2= 400 lb, and t3= 350 lb.If the tension developed in each of the four wires is not avowed to exceed 560 N , 1. determine the maximum mass of the chandelier that can be supported. 2. Draw a free-body diagram of the ring B. (Draw the vectors starting at the black dot) 3. Draw a free-body diagram of the ring D. (Draw the vectors starting at the black dot)
- combine the two forces P and T, which act on the fixed structure at B into a single force RReplace the three forces acting on the guy wires by a single, equivalent force acting on the flagpole. Use T1 = 180 lb, T2 = 250 lb, and T3 = 400 lb.The 12ft pole AC (negligible mass) lies in the y-z plane and forms a 30° angle with the z-axis. The pole is held in place at point C by a ball-and-socket joint. Two cables, BD and BE, are fixed to the pole at point B (these represent two separate cables attached at B). A 110 lb force pulls downward at the end of pole AC in the vertical direction (y-direction). If the distance between B and C along the feet, determine the Reactions at C (ball-and-socket joint) The tension in cables BD and BE.