If the free body diagram (FBD) shown indicates the application of the force vectors in a structure, the equation that describes the Resulting Force is: 50 N 50 N 50 N A FR = F1 + F2 + F3 Option 1 FR = F1 + F2 + F3 Option 2 FR = F1 + F2 - F3 Option 3 FR = F1 + F2 - F3 Option 4
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Q: G H I 20.0 kN E A 15.0 kN B 15.0 kN -2.00 m - -2.00 m - 2.00 m -2.00 m 40.0 kN NY O'09 40.0kN
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- The bar ABC is supported by three identical, ideal springs. Note that the springs are always vertical because the collars to which they are attached are free to slide on the horizontal rail. Find the angle at equilibrium if W = kL. Neglect the weight of the bar.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.SITUATION 7: Three forces P1, P2, and P3 are acting on a semi-circular structure as shown in Fig. THA-33. Support at A is hinge and support at B is roller. Given: a = 1 m; P1 = 1.8 kN; P2 = 0.9 kN; P3 = 0.45 kN; θ = 30⁰; β = 45⁰. Calculate the resultant of the three forces (in kN). (Answer: 2.45) Calculate the vertical reaction at B (kN). (Answer: 1.06) Calculate the reaction at A. (Answer: 1.63)
- 1. The force in the strut AB 2. the horizontal component at the pin C 3. the vertical component at the pin C Please include a freebody diagram, proper solution, proper symbols and force directions.PROBLEM: Determine the forces in each member using any methoddiscussed in your theory of structures/mechanics. Using Software is notallowed. Show complete solution and tabulate your answers indicatingwhether it is compression or tension. Use Pn = 205 kN, Po = Zero. a) From the Problem and the image , Design one tension member, use either a double angle of a wt section. Check its adequacy using 1 line of bolts (three bolts in a line spaced at 75mm on centers) Assume a bolt diameter from 16-22mm. Use A 36 for all steel. Neglect block shear.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. 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.Determine the forces in each member using any method discussed in your theory of structures/mechanics. Using Software is not allowed. Show complete solution and tabulate your answers indicating whether it is compression or tension. Use Pn = 205 kN, Po = ZeroDevelop a free body diagram based on the structure. There must be a system FBD and an FBD of one multi-force member.
- 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)1. What is a Spatial Force System? 2.Three-dimensional equilibrium problems for a rigid body can be solved using what procedure?Application of Equilibrium Solve for the value of unknown variables Given : P1 = 6.85 KN P2 = 4.65 KN W1 = 6.15 KN/m Unknowns : RAy , RAx ,RBy , MA What is the value of internal shear 2.50m to the right of support A