> Determine reactions in A and tension in cable as shown in figure?
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- Solve the preceding problem for W = 1.0 lb. h = 12 in.,and k =0.511,/in.Problem # AJ Assuming it can ONLY take tension, find the Tension in the cable "AC" B) Calculate the reactions at points "C" and "B“G - Useithe below figure and ignore self-welght 350 mm 742 mm- B. SI0 mm 240 mm 450 mm- 41° 5 kNH CABLES & RODS 100° HORIZONTAL 45° E 90° F 115° 1. The block system is stationary as shown in the figure. Compute В 55° 85° the internal reaction of the horizontal cable 145° LA GI. 10 KN 20 KN 20 KN 40 KN
- In the figure, AB is a rigid rod and CB is a cable. If M is 900kg, what is the pin reaction at A on the rod AB? What is the tension in the cable?Determine the support reactions of the frame shown in the following figure. Also, determine internal forces at C. 3 m A 15 kN/m C P2m +21 -2 m- B -2 m- 60 KNHi! Hope you can help me with this. F1 = 500kN F2 = 600kN Find the force member in CD, BD, AB, BC. Indicate if Tension or Compression
- For the frame shown in figure below. Determine the reactions at A, C, and F. 30 kN/m 15 kN/m C D 3m 4m B 9m 8m E 5m 10 kN 3mConsider the bracket shown in Fig-3. If: • F1 = 10 lb @ -90° • a = 2 ft • b = 4 ft • c = 1 ft then, what is the direction of the vertical reaction at point 'D? 0° 90° 180° O 270°The reactions at the rigid supports at A and B for the bar loaded as shown in the figure are respectively: 1m C 1. 20/3 kN, 10/3 KN 2. 10/3 kN, 20/3 KN 3. 5 kN, 5 kN 4. None of these 10 kN 2m B
- From the given truss, find the force of member BH, Load 1 = 195 kN, Load 2 = 390 kN Solve this using two methods: (a) Method of Joints or (b) Method of Sections. AB 5 m B 4 m H Load 1 5 m C G Load 2 5 m D F Load 1 5 mPlease show the formula used and free body diagram A rectangular steel block is 4 inches long in the x direction, 3 inches long in the y direction, and 4 inches long in the z direction. The block is subjected to a triaxial loading of three uniformly distributed forces as follows: 48 kips tension in the x direction, 60 kips compression in the y direction, and 54 kips tension in the z direction. If ν = 0.30 and E = 29 × 106 psi, determine the single uniformly distributed load in the x direction that would produce the same deformation in the y direction as the original loading.(78 E A O o 1.:ra Your answer Q1 * Find tension in AC and W ? 60 3° 10 lbs W=20 Ibs , TAC=17.32 Ibs W=18.95 Ibs , TAC=21.91 Ibs W=18 Ibs , TAC=20.1 lbs Find the reaction in pin A?