Two uniformly distributed loads of w = 4200 lb/ft act on the simply supported beam shown in Figure A. The beam spans are a = 8.8 ft and L = 17.2 ft. The beam cross section shown in Figure B has dimensions of b = 18.00 in... di = 6.75 in., b₂ = 11.00 in.. and d2 = 10.25 in. Calculate the maximum tensile and compressive bending stresses produced in segment BC of the beam. W a FIGURE A tensile FIGURE B compressive L by 1 5020.66 1 3935.4 W a psi Psi D

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