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week2-2 - Axially AxiallyLoadedBars Forelasticloading = E F...

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Axially Loaded Bars For elastic loading ε σ E = e E F L A = FL EA e = Axial elongation as a function of load (F)
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Multiple Element Bars Overall elongation of the axial member is a sum of the L F elongations of the segments = i i E A e i i i
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