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10k Using the Moment-Area Method, calculate the deflection of the beam at midspan. I- 100 in4 and E 29,000 ksi le 10 3

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ok o k 6 6 =O, BBending Momen dicarn 2am 6o ET 6o ag E江 For deflechion at E, we Rnd 2elahve deflechicn Avea EL omer betwee AE abot E be Ο.058

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