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Engineering, 24.03.2020 02:23 twinkle713derp

A rectangular steel alloy A-36 (structural steel) plate is hanging vertically and supporting a hanging weight of 90 kN. The plate has a length of 0.5 m, a width of 75 mm, and a thickness of 6 mm. Assuming that the bar deforms elastically under this loading condition and given the elastic properties for the steel: E = 207 GPa and u= 0.30

a.) What is the final length of the bar?
b.) What are the final dimensions (width and thickness) of the plate?
c.) What is the % reduction in area?

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