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Calculate the deflection of the rectangular wood beam at the load application point, 8 ft from A. Write you answer in inches

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600 lb Solny 19 = 32.2 flit § 2 8ft 6in 3in Roolb By = 400lb Ay E = 1.1x103 kej 1 Ibf/722 Efv=0 Ax=0 200 bb SFD it Fy= В 8F

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