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sing the conjugate-beam method, determine the smallest moments of inertia I required for the beams shown in Figs. P6.18 through P6.22, so that the maximum beam deflection does not exceed the limit of 1/360 of the span length
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Determine the maximum deflection for the beams shown in Figs. P6.23 through P6.30 by the conjugate-beam method.
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