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A wood beam supports the loads shown. The cross-sectional dimensions of the beam are shown in the second figure. Assume LABb = 2.9 m, LBC = 1.2 m, LCD= 1.7 m, w = 9.4 kN/m, P = 4.9 kN, b₁ = 10 mm, b₂ = 95 mm, d₁= 100 mm, and d₂ = 240 mm. Determine the magnitude of: (a) the maximum horizontal shear stress Tmax in the beam. (b) the maximum tension bending stress max (and location x) in the beam. " Answers: W LAB B LBC LCD P d₁ b₂ d₂

A wood beam supports the loads shown. The cross-sectional dimensions of the beam are shown in the second figure. Assume LABb = 2.9 m, LBC = 1.2 m, LCD= 1.7 m, w = 9.4 kN/m, P = 4.9 kN, b₁ = 10 mm, b₂ = 95 mm, d₁= 100 mm, and d₂ = 240 mm. Determine the magnitude of: (a) the maximum horizontal shear stress Tmax in the beam. (b) the maximum tension bending stress max (and location x) in the beam. " Answers: W LAB B LBC LCD P d₁ b₂ d₂

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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A wood beam supports the loads shown. The cross-sectional dimensions of the beam are shown in the second figure. Assume LAB = 2.9 m, LBC = 1.2 m, LCD= 1.7 m, w = 9.4 kN/m, P = 4.9 kN, b₁ = 10 mm, b₂ = 95 mm, d₁ = 100 mm, and d₂ = 240 mm. Determine the magnitude of: (a) the maximum horizontal shear stress Tmax in the beam. (b) the maximum tension bending stress omax (and location x) in the beam. "| Answers: (a) Tmax = (b) o max = i i W LAB B LBC kPa. LCD kPa, at x = i P d₁ IT d₂ b₁ b₂ m. b
Transcribed Image Text:A wood beam supports the loads shown. The cross-sectional dimensions of the beam are shown in the second figure. Assume LAB = 2.9 m, LBC = 1.2 m, LCD= 1.7 m, w = 9.4 kN/m, P = 4.9 kN, b₁ = 10 mm, b₂ = 95 mm, d₁ = 100 mm, and d₂ = 240 mm. Determine the magnitude of: (a) the maximum horizontal shear stress Tmax in the beam. (b) the maximum tension bending stress omax (and location x) in the beam. "| Answers: (a) Tmax = (b) o max = i i W LAB B LBC kPa. LCD kPa, at x = i P d₁ IT d₂ b₁ b₂ m. b
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