Question: For the steel truss ( E 5 2 0 0 GPa ) and loading shown, determine the deformations of members A B and A D

For the steel truss (E 5200 GPa ) and loading shown, determine the deformations of members AB and AD, knowing that their crosssectional areas are 2400 mm 2 and 1800 mm 2, respectively.
For the steel truss ( E 5 2 0 0 GPa ) and loading

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