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Two uniformly distributed loads of w = 3200 lb/ft act on the simply supported beam shown in Figure A. The beam spans are a = 9.0 ft and L = 17.5 ft. The beam cross section shown in Figure B has dimensions of b₁ = 15.00 in., d₁ = 7.00 in., b₂ = 9.25 in., and d₂ = 11.50 in. Calculate the maximum tensile and compressive bending stresses produced in segment BC of the beam. W a FIGURE A otensile FIGURE B compressive = d₁ dz L b₁ b₂ a psi psi x

Two uniformly distributed loads of w = 3200 lb/ft act on the simply supported beam shown in Figure A. The beam spans are a = 9.0 ft and L = 17.5 ft. The beam cross section shown in Figure B has dimensions of b₁ = 15.00 in., d₁ = 7.00 in., b₂ = 9.25 in., and d₂ = 11.50 in. Calculate the maximum tensile and compressive bending stresses produced in segment BC of the beam. W a FIGURE A otensile FIGURE B compressive = d₁ dz L b₁ b₂ a psi psi x

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Two uniformly distributed loads of w = 3200 lb/ft act on the simply supported beam shown in Figure A. The beam spans are a = 9.0 ft and L = 17.5 ft. The beam cross section shown in Figure B has dimensions of b₁ = 15.00 in., d₁ = 7.00 in., b₂ = 9.25 in., and d₂ = 11.50 in. Calculate the maximum tensile and compressive bending stresses produced in segment BC of the beam. W a FIGURE A otensile FIGURE B compressive = d₁ d₂ L b₁ b₂ a psi psi X
Transcribed Image Text:Two uniformly distributed loads of w = 3200 lb/ft act on the simply supported beam shown in Figure A. The beam spans are a = 9.0 ft and L = 17.5 ft. The beam cross section shown in Figure B has dimensions of b₁ = 15.00 in., d₁ = 7.00 in., b₂ = 9.25 in., and d₂ = 11.50 in. Calculate the maximum tensile and compressive bending stresses produced in segment BC of the beam. W a FIGURE A otensile FIGURE B compressive = d₁ d₂ L b₁ b₂ a psi psi X
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