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The figure shows an N-truss girder, loaded by concentrated vertical forces of magnitude 3P at the joints F and J, and of magnitude 6P at the joints G, H and I. All bars are elastic with stiffness EA.
a) Find and show the reaction components on a drawing.
b) Determine all the bar forces.
c) Find the vertical displacement of the nodes F, G and H.
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The shape of this stress-strain diagram is shown in the figure. The bar is axially loaded by tensile forces P = 12.5 kN, after which the loads are removed. What is the permanent set of the bar?
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