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11.13 Knowing that a beam of the cross section shown is bent about a hori- zontal axis and that the bending moment is 50 kip-
y 1.5 in. 4 in. C 1.5 in. 2 in 6 in. Fig. P11.13
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n 1-5 ineh M.xy in INA Jrsin the top flange, foree on farie an element d F M y INA M INA F y d M AY NA o haded portian Ata Mo

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