Consider a 140-mm-long segment of a simply supported beam. The internal bending moments on the left and right sides of the segment are 60 kN-m and 67 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b₁ = 165 mm, b₂ = 35 mm, b3 = 310 mm, d₁= 60 mm, d₂ = 240 mm, d3= 60 mm. Determine the maximum horizontal shear stress in this segment of the beam. b₁ A B d₁ b₂ MB МА x d₂ d3

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Consider a 140-mm-long segment of a simply supported beam. The internal bending moments on the left and right sides of the
segment are 60 kN-m and 67 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying
figure. Assume b₁ = 165 mm, b₂ = 35 mm, b3 = 310 mm, d₁ = 60 mm, d₂ = 240 mm, d3= 60 mm. Determine the maximum horizontal
shear stress in this segment of the beam.
b₁
d₁
b₂
MB
Answer: Tmax =
Ax
B
X
MPa
b3
d₂
Transcribed Image Text:Consider a 140-mm-long segment of a simply supported beam. The internal bending moments on the left and right sides of the segment are 60 kN-m and 67 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b₁ = 165 mm, b₂ = 35 mm, b3 = 310 mm, d₁ = 60 mm, d₂ = 240 mm, d3= 60 mm. Determine the maximum horizontal shear stress in this segment of the beam. b₁ d₁ b₂ MB Answer: Tmax = Ax B X MPa b3 d₂
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