5. Determine the force subjected by F if the connection is fixed at 0 and radius R is 1 feet. 60_lb F 5'- 450 40 lb. 300 *70 lb 50 lb
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Q: PS NO. 1. Determine the reaction forces in the following structures: 15 kip • ft 8 kips B F 5' E -4'…
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Q: Determine the force in members FH, EH and EG shown in Figure 2 using method of sections 1 kN 3 kN 3…
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Q: P: 2 KN 0.Sm OF o.cm - -o. 3 m→ The 0.5 m long rods AC and BD are made of Aluminum and each has a…
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Q: PS NO. 1. Determine the reaction forces in the following structures: 15 kip . ft 10 kips 5 kips/ft…
A: As per our guidelines we are supposed to answer only one question. Kindly repost other questions as…
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Q: A force of P=280 N is applied on semicircular rod at point B. Determine internal forces at point J…
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Q: a) Determine whether the structure is statically determinate. b) Calculate the support reactions. c)…
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Q: Determine the magnitude of the force which member CD exerts on the pin at C. 325 N 0.59 m 0.59 m…
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Q: A2.0 kN bar AB carries a load F = 75 kN vertical force at A. The bar is supported by a pin at B and…
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Q: 4.] Determine the values of the angles a and e so that the forces shown in the given figure will be…
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Q: Determine the magnitude of the pin force at A.
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Q: 2. Solve for the tensile force (in KN) acting inside the cable and the reaction (in KN) at hinge.…
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Q: Activity 1. The points B, C and D of the cantilever frame are attached to a vertical wall. The 500 N…
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Q: 1. Determine the design angle e (e<90°) between the two struts so that the 500-lb horizontal force…
A: Solution:
Q: 6. Determine the design angle 0(0° s0 S 90°) for strut AB so that the 400-lb horizontal force has a…
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A: “Since you have asked multiple question, we will solve the first question for you. If you want any…
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A: Given: The cylinder weighs, W = 5000 lb/ft
Q: Q2. Determine the force in members FH, EH and EG shown in Figure 2 using method of sections. 1 kN 3…
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Q: Determine the force in each member 400 N 400 N m- 4m 600 N 600 N 6m 3 m² (b) (a)
A: Find the force in all the members .
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Q: Using the free body diagram, determine the force in member AI. FAH = 0 FA 5. 4 3 Az = 0.9 kN FAB %3D…
A: sinθ=45 Force in y-direction FAlsinθ
Q: NO. 1. Determine the reaction forces in the following structures: 8 kips 15 kip . ft 5'- B F 5' D E…
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Q: Determine the magnitude of the force which member CD exerts on the pin at C. 140 N 0.44 m 0.44 m…
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Q: HW. A 90-lb load is suspended from the hook as shown in the Figure. If the load is supported by two…
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Q: 7. Compute the internal force of member CD & EF 1000 lb 2000 lb 2000 lb 2000 lb C F 1000 lb D E 30…
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- The 50-ft measuring tape weighs 2.4 lb. Compute the span L of the tape to four significant figures.The structure is supported by a pin at C and a cable attached to A. The cable runs over the small pulley D. Find the internal force systems acting on sections 1 and 2.Cable AB supports the uniformly distributed load of 4 kN/m. If the slope of the cable at A is zero, compute (a) the maximum tensile force in the cable; and (b) the length of the cable.
- Find the internal force systems acting on sections 1 and 2.The bent rod of negligible weight is supported by the ball-and-socket joint at B and the cables attached to points A and C. Find the forces in the cables and the magnitude of the reaction at B. Dimensions Figure P.5.39Bar AB of negligible weight is supported by a ball-and-socket joint at B and two cables attached at A. Draw the FBD for the bar, recognizing that it is a two-force body. Determine the number of unknowns.
- The cable of the suspension bridge spans L=140m with a sag H=20m. The cable supports a uniformly distributed load of w0 N/m along the horizontal. If the maximum allowable force in the cable is 4 MN, determine the largest permissible value of w0.The ABD bracket is supported by a pin at A and the cable DE. Determine the internal forces immediately to the left of the load.Template: (On CD) F= 270 N; M=43.2 N.m; V = 90 NThe cable carrying 60-lb loads at B and C is held in the position shown by the horizontal force P = 80 lb applied at A. Determine the following: Find the vertical load Ay acting on the frame at support A. Find the vertical load By acting on the frame at pin B. Find the horizontal load Cx acting on the frame at support C. Find the vertical load Cy acting on the frame at support C. Find the horizontal load Ax acting on the frame at support A.
- A force of P=280 N is applied on semicircular rod at point B. Determine internal forces at point J if θ=30°. (draw free body diagram)Springs OA and OB are originally unstretched in a vertical position. Find the horizontal force, F, when the springs are held in the position as shown, given: k = 550 lb/ft, L1 = 0.6 ft, L2 = 1.3 ftA rigid rod resting on a fulcrum has the following 20-lb forces acting on it. A is attached 2 feet from the left of the fulcrum acting vertical upward. B is 4 feet to the left of the fulcrum, acting downward at an angle of 30° with respect to the horizontal. C is 6 feet from the left of the fulcrum, acting upward with an angle of 45° with respect to the horizontal. D is attached 2 feet at the right of the fulcrum, acting downward at an angle of 60° respect to the horizontal. Where can a 20 lb force be placed to put the system in equilibrium?PS: FREE BODY DIAGRAM AND SOLUTION