Unless otherwise noted in the following problem, assume that the beam cross section is oriented so the strong axis is the bending axis.
Calculate the allowable bending moment for a solid rectangular 6-in.-by- 16-in. timber beam if the allowable bending stress is 1000 psi. Assume that the large dimension is vertical and parallel to the applied loads.
(a) Use nominal dimensions.
(b) Use dressed dimensions.
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