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X The internal loadings at a section of the beam consist of a normal internal load of 107.7 kip, an internal shear force of 1

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(N) due F = 107.7 x 1000 4hk = - 21 11:557 psi A 10:1X 10:1 EM) are to Me ML ll MA = 25 5:05 x 10.12 G 0.29117 psi (Md due to

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