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- Find the reaction forcesApplication of Equilibrium Solve for the value of unknown variables Given P1 = 1.39 KN P2 =6.05KN W1 = 4 KN/m Unknowns a. RAy , RBy , RBx , MB b. value of internal moment 2m to the left of support Breview engineering statics Take d1 = 600 mm, d2 = 800 mm, θθ = 45° and F = 500 N (a) Show that member DB is a two-force member? Draw a qualitatively correct extended free-body diagram of DB. (b) Draw an extended FBD of member ABC. (c) Write the three equilibrium equations for member ABC (namely Fnet, x = 0, Fnet,y = 0, and Mnet/P,z = 0). Make clear the choice of your point P for the moment equation. (d) Find the forces acting on member ABC at A and B (give your answer in component form or as a direction and magnitude.) Show your work. These are my answers FBD=2F, RAX=353.5N RAy= 353.5N but am not sure if a correct any help
- review engineering statics Take d1 = 600 mm, d2 = 800 mm, θθ = 45° and F = 500 N (a) Show that member DB is a two-force member? Draw a qualitatively correct extended free-body diagram of DB. (b) Draw an extended FBD of member ABC. (c) Write the three equilibrium equations for member ABC (namely Fnet, x = 0, Fnet,y = 0, and Mnet/P,z = 0). Make clear the choice of your point P for the moment equation. (d) Find the forces acting on member ABC at A and B (give your answer in component form or as a direction and magnitude.) Show your work.4.00 kg block is attachedto a vertical rod by meansof two strings. When the systemrotates about the axis of the rod,the strings are extended as shownin Fig. and the tensionin the upper string is 80.0 N. (a)What is the tension in the lowercord? (b) How many revolutionsper minute does the system make?(c) Find the number of revolutionsper minute at which the lowercord just goes slack. (d) Explainwhat happens if the number ofrevolutions per minute is less thanthat in part (c).The bent rod is supported as shown in the figure by a smooth surface at B and by a collar at A, which is fixed to the rod and is free to slide over the fixed inclined rod. Suppose that F = 120 lb and M = 400 lb⋅ft. a) Determine the magnitude of the reaction force on the rod at B. b) Determine the magnitude of the reaction force on the rod at A. c) Determine the moment of reaction on the rod at A.
- The bar AB is pinned at A and rest on roller at B. The bar AB is loaded as shown in figure Ex.26. Neglecting the weight of the bar, determine the reactions at A and B. 10N 30 15NM B A 1m. 1m 1mTo determine the reaction forces at supports on a horizontal beam by using the equations of equilibrium for a static application. As shown, beam ABC is supported by the roller at A and pin at C. The geometry of the beam is given by a=2.0a=2.0 ftft, b=7.0b=7.0 ftft, and c=12.0c=12.0 ftft. The applied forces are F1=1.50F1=1.50 kipkip and F2=2.00F2=2.00 kipkip. Force F1F1 is applied at an angle θ=60∘θ=60∘ with the horizontal. Neglect the weight of the beam.(Figure 1)The bent rod is supported by a smooth surface at B and by a collar at A, which is fixed to the rod and is free to slide over the fixed inclined rod. Suppose that F = 170 lb and M = 350 lb⋅ft A) Determine the magnitude of the reaction force on the rod at B. NB = ? B) Determine the magnitude of the reaction force on the rod at A. NA= ? C) Determine the moment of reaction on the rod at A. MA= ?
- Give the correct answer and clear solution of the problem1.A plate is subjected to a couple Fd , with d=20cm , as shown below left. Verify that the couple can be moved to the position shown below right, and the effect on the plate is the same, by showing that the moment about point o in both cases isM=-20F .Find the stable equilibrium position of the system described in Prob. 10.56 if m = 2.06 kg.Repeat Prob. 4.152 assuming that the 400-kN force is applied at O instead of L.