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5 pts Question 10 APL 1/2 * 2 steel bar with nu = -0.33 and E = 29000 ksi is axially loaded is compression with a load of P=4
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Given: el inz Now; Elong, compressive load = 40k. Areaz 2x 22 E = 29000 ksi Contraction or linear strain in bar Р E AXE 40 1x

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