Determine the support Reactions 5000 lbs K ** 5ft 54 K

Situation 22 - For the frame shown in AN- 5 m 15, the force F acting upward at C causes a RA horizontal reaction of 100 N at B. 29. Determine the value of the force F in kN. Answer: 120 kN 30. Determine the reaction at A in kN. Answer: 156.2 kN 31. Determine the angle in degrees that the reaction at A makes with the horizontal Figure SP-3.25 axis (positive counter clockwise). Answer: 230.19°

For the spring assemblages shown in Figures 2, determine the node Displacements, the forces in each element, and the reactions. Use the direct stiffness Method for all problems. Su0 KN/ m 2EN 3. 3 3 Suo KNIM Suo EN/m 3. ZEN Fig 2

Please give me the solution in a correct way. Don't use chatgpt

Determine the reaction components for the figure below.

find the reactions at each support for the truss shown. there may be mutliple answers for each support. neglect the weight of the truss.

Compute for the external reactions for all members of the frame shown. Please solve the following:  Vertical Reaction at A  Horizontal Reaction at A  Vertical Reaction at E  Vertical Reaction at D  Vertical Reaction at B  Vertical Reaction at C  Horizontal Reaction at C  Horizontal Reaction at B  Horizontal Reaction at D

An L-shaped bar is supported by a bearing at A and a smooth horizontal surface at B. Take the value of Fto be 720 N. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. 1.5m 1.5m 2m Determine the reactions at A and B. (Do not include a minus sign in your response.) The y component of the reaction force at A is [ NT. The z component of the reaction force at A is N✓. The reaction moment at A about the y axis is N-m . The reaction moment at A about the z axis is N.m O The y component of the reaction force at Bis NT.

Q5/A) From the figure below, determine the reaction force at pin C. A 000 0.6 m 10 kN 0.6 m 0.8 m 60° 0.4 m 6 kN OB

Statics and Equilibrium Draw and label a complete FBD of each beam Solve for the reaction forces (support forces) for each beam. Clearly label the forces (with units) in your answer