Please show the work to understand the process. AI generated steps have been wrong. For the five-spring assemblage shown in the figure above, assume the rigid vertical bars at nodes 2 and 3 connecting the springs remain vertical at all times but are free to slide or displace left orright. There is an applied force at node 3 of F = 3,000 N to the right. Let k(1) 500 N/mm,k(2)= 300 N/mm, and k(4)k (5)Determine the displacements at nodes 2 and 3.(Enter your answers to three significant figures.)U2Uz =Determine the reaction force at node 1.(Enter your answer to three significant figures.)FixN=mm=FmmDetermine the reaction force at node 4.(Enter your answer to three significant figures.)NFAC== k (³)=== 400 N/mm.

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For the five-spring assemblage shown in the figure above, assume the rigid vertical bars at nodes 2 and 3 connecting the springs remain vertical at all times but are free to slide or displace left or right. There is an applied force at node 3 of F = 3,000 N to the right. Let (¹) = 500 N/mm, k(2) = k(3)= 300 N/mm, and k(4) = k(5) = 400 N/mm, Determine the displacements at nodes 2 and 3. (Enter your answers to three significant figures.) U₂ = mm Uz = Determine the reaction force at node 1. (Enter your answer to three significant figures.) F1z = N Determine the reaction force at node 4. (Enter your answer to three significant figures.) F4z = N mm

For the five-spring assemblage shown in the figure above, assume the rigid vertical bars at nodes 2 and 3 connecting the springs remain vertical at all times but are free to slide or displace left or right. There is an applied force at node 3 of F = 3,000 N to the right. Let (¹) = 500 N/mm, k(2) = k(3)= 300 N/mm, and k(4) = k(5) = 400 N/mm, Determine the displacements at nodes 2 and 3. (Enter your answers to three significant figures.) U₂ = mm Uz = Determine the reaction force at node 1. (Enter your answer to three significant figures.) F1z = N Determine the reaction force at node 4. (Enter your answer to three significant figures.) F4z = N mm

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter2: Axially Loaded Members

Section: Chapter Questions

Problem 2.8.10P: A bumping post at the end of a track in a railway yard has a spring constant k = 8.0 MN/m (see...

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