Problem 4.2 - Bar AB is 4 feet long and weighs 20 lbs. It is supported by two cords and by smooth surfaces at points A and B. Find a) forces in the cords (Tec & TAO) and b) the reactions at points A and B (RA & RB).
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- 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.5.395.) Calculate reactions at A and C, as well as the forces in members EF, BF and BC. Use the method of sections. 2000 Ibs 5000 Ibs 4' 4' E F 3' A B CALE DARFind the following: a. Reaction at support B in kN b. Horizontal Reaction at support A in kN c. Moment reaction at support A in kN 12 kN 3 m 3 m C D 4 m 8 m 15 kN 4 m 20 kN/m B
- Two weights, A and C, are fixed to a bar, B. Their masses are: A = 60 kg, B = 230 kg,C = 45 kg. B is, in turn, connected to a fixed vertical post by a hinge and a support cableD. The geometry of the system is shown at right. Treat weights A and C as point masses a)What is the tension in support cable D? Be sure to include a detailed freebody diagram to accompany your analysis.b) What is the magnitude of the force provided by the hinge?c) What is the moment of inertia of the A + B + C as a rigid system, for rotationabout the hinge? For analysis, break the beam into a short piece to the left of thehinge, and a separate longer piece to the right of the hinge. If the support cable D on should break,d) what is the angular acceleration of the beam and weights at the moment the cable breaks?e) what is the magnitude of the linear acceleration experienced by each of the weights, A and C, at moment the cable breaks?A 400 N gas sign hangs from the end of a uniform strut BC. The strut is 4 m long and weighs 600 N. The strut is supported by a hinge at the wall at C and by a cable whose other end is tied to the wall at point A 3.0 m above the left end of the strut. Find the tension in the supporting cable and the force of the hinge on the strut. 5.0 m 3.0 m 4.0 m B GAS TAB= 1333 N TAB= 1167 N TAB= 400 N TAB= 1000 N leave the question 4 Other: Q 4 4 points Rc= 980 N O Rc= 360 N Rc= 890 N Rc= 1085 N O O O O O O OThe 6 m uniform rod as shown below weighs 1000 N. Segment AB and BC is 4 m long. The cable acts at a third length of the rod. Determine the following: a.) The Reaction at Point A. b.) The Tension at Point D. c.) The Reaction at Point C.
- 3. GIVEN: ABC has weight of 150 lb. Member BD has weight 50 lb. Find: a) Component forces at point A and D. b) Tension at cable W. 4 ft 4 ft 4 ft B E 60 700 lbThe cylinder as shown below weighs 1000 N. It is supported by a rod with a cable at point B. Determine the following: a.) The Tension at Point B. b.) The Reaction at Point A.Q1-A- A man stands on the middle rung of a 250 N ladder resting on a smooth floor and against a wall as shown in Figure. The ladder is prevented from slipping by a string OD and the tension force in the string is 50 N, and the reactions at A and B are 1.3 kN and 433 N respectively. Find the mass of the man. Fig. (1) A 250 N 30 2m 0 m
- The bar DBC is supported by a roller at D (on a smooth slot), a bar AB, and the spring at C, which is in a state of compression, in the figure shown. The system is in static equilibrium. With neat, dimensioned free body diagrams of the bar DBC and bar AB a) Determine the reactions at the roller D, and the spring force at C b) Determine the force at point B on the bar AB. What is the name of this bar? Assume angle made by bar AB with horizontal is 45 degrees. Please show all work and draw FBD of bar DBC and bar AB separately. 100 kN 2 m. 200 kNmK 1 т 100 kN 1 т В 1 т 100 kN 1 m k = 500 N/m, spring in compressionA12-ft wooden beam weighing 80 lb is supported by a pin and bracket at A and by cable BC. Find the reaction at A and the tension in the cable. 6 ft A ft 6 ft 80 Ib Match each item to a choice: Ax Tension on Cable Ay Choices:Solve the reaction forces.