Two uniformly distributed loads of w = 3100 lb/ftact on the simply supported beam shown in Figure A. The beam spans are

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Two Uniformly Distributed Loads Of W 3100 Lb Ftact On The Simply Supported Beam Shown In Figure A The Beam Spans Are 1 (34.82 KiB) Viewed 33 times

Two uniformly distributed loads of w = 3100 lb/ftact on the simply supported beam shown in Figure A. The beam spans are a = 8.1 ft and L = 16.6 ft. The beam cross section shown in Figure B has dimensions of b₁ = 18.00 in., d₁ = 5.75 in., b₂ = 11.50 in., and d₂ = 11.75 in. Calculate the maximum tensile and compressive bending stresses produced in segment BC of the beam. A W a FIGURE A otensile FIGURE B compressive = d₁ d₂ B tel L b₁ b₂ W a psi psi D