A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB 6 ft. LBc=2 ft, LcD = 3 ft. LDE-5 ft, Pc- 1780 lb, PE - 1980 lb, WAB= 910 lb/ft, b₁ = 12 in., b₂-2 in., b3-8 in.. d₁-2 in.. d₂-5. in., de-2 in. Consider the entire 16-ft length of the beam and determine: (a) the maximum tension bending stress or at any location along the beam, and (b) the maximum compression bending stress oc at any location along the beam.
A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape are shown in the second figure. Assume LAB 6 ft. LBc=2 ft, LcD = 3 ft. LDE-5 ft, Pc- 1780 lb, PE - 1980 lb, WAB= 910 lb/ft, b₁ = 12 in., b₂-2 in., b3-8 in.. d₁-2 in.. d₂-5. in., de-2 in. Consider the entire 16-ft length of the beam and determine: (a) the maximum tension bending stress or at any location along the beam, and (b) the maximum compression bending stress oc at any location along the beam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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