A cantilever beam with a wide-flange cross section and length L supports an inclined load P at its free end (see figure).
Determine the orientation of the neutral axis and calculate the maximum tensile stressmaxdue to the load P.
Data for the beam are HE 650B section, L = 2.5 m, P = 16.7 kN, and = 550. Note: See Table F-1 of Appendix F for the dimensions and properties of the beam.
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