1. Figure Q1 shows an illustration of a bell crank mechanism that is in a state ofstatic equilibrium. It is hinged at B and has a force of 200 N applied at the end cat 30° to the horizontal direction as shown in the Figure. The angle 0 made bythe force F at the end A is 55°.a) Draw the free body diagram for the crank ABCb) Determine the force F at the joint Ac) Determine the resultant force on the pin at B and its direction.d) Determine the magnitude of the force F and the angle 0 for which the resultantforce at the joint B will be aligned along the vertical direction.30°30AB200 N10050All dimensions in mmF

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Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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In the diagram below shows a truss structure which is subjected to an applied load and supported by joints namely pin and rollers. A) draw the fbd of the given truss system in the diagram below and solve for the unknown support reactions
Please use the Rigid Bodies method from vector dynamics.
4
Required information NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. A 48-in. boom is held by a ball-and-socket joint at C and by two cables BF and DAE; cable DAE passes around a frictionless pulley at A. 48 in. W B y 20 in. The tension in cable DAE is The tension in cable BF is The reaction at C is - E lb. 16 in lb. lb) i + F For W = 340 lb, determine the tension in each cable and the reaction at C. 30 in. 20 in. lb) k.
The truss is subjected to a vertical force of magnitude 500 N at joint D. The system is supported by a roller at A and a pin at B as shown in the following figure. 30 1m 500 0 250 433 tension compression 433 0 250 500 D 500 N a) The magnitude of force developed in member AC is b) The magnitude of force developed in member AD is tension compression neutral 1m E neutral 30 N and the member is in B N and the member is in indeterminate indeterminate
The bar ABCD of negligible weight has a built in support at point A. It is subject to loads as shown in the figure. a) draw the FBD of the bar. b) write the external loads in their vector forms. c) write the 3D static equilibrium equations for the bar and solve for the reactions.
A force P = 140 N and a couple C = 180 N·m is loaded to the bracket as shown. Bolts at A and B keeps the bracket fasted to the wall. Replace P and C with a) an equivalent force- couple system, the force of which acts at A, and b) two vertical forces, one acting at A and the other at B. Answers: 150 mm 200 mm ов DA 700 mm 1200 mm +² (a) F = 140 N (downwards), C = 82 N·m, CCW, (b) FÅ = 406.7 N (upwards), FÅ = 546.7 N (downwards) C
Fast please give me all answers please
9 in. 30° x 6 in. 3 in. * B 3 in. 3 in. 4 in. The top cylinder weighs 100 lbs., the middle cylinder weighs 150 lbs. and the bottom cylinder weighs 200 lbs. A) Compute the forces on the L shaped support rack from each cylinder. Include free body diagram of each cylinder. B) Compute the reactions on the L shaped support rack at A and B. Include a free body diagram of the support rack.
4 in. 4 in. 20 lb 40 lb 2 in. CO 3 in. 3 in. E 1. The bracket is supported by pegs at C and D and a roller at E. Ignore friction and use 0 = 30°. a) Replace the applied forces with a single equivalent applied force and specify the distance x from A along AB where the equivalent force must apply b) Draw the free body diagram for the bracket c) Solve for the reactions at C, D and E.
answer all parts
For the truss, which shows the reactions found at the supports at A and E, answer the following: a)Find the member forces at A and B using the method of joints. b)Find the member forces of CD, GD, and GF using the method of sections. (ps. this question is from an architectural structures class, I am struggling to begin)

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