For the five-spring assemblage shown in Figure P2–17, determine the displacements at nodes 2 and 3..


For the five-spring substantiality shown in Figure P2–17, determine the dislodgements at nodes 2 and 3 and the reactions at nodes 1 and 4. Assume the undeviating perpendicular bars at nodes 2 and 3 connecting the springs remain spiritless at all times but are operating to slide or dislodge left or proper. There is an applied fibre at node 3 of 1000 N to the proper.