Consider a 130-mm-long segment of a simply supported beam. The internal bending moments on the left and right sides of the segment are 50 kN-m and 55 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b₁ = 130 mm, b₂ = 40 mm, b3 = 210 mm, d₁= 65 mm, d₂ = 190 mm, d3= 65 mm. Determine the maximum horizontal shear stress in this segment of the beam.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Consider a 130-mm-long segment of a simply supported beam. The internal bending moments on the left and right sides of the
segment are 50 kN-m and 55 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying
figure. Assume b₁ = 130 mm, b₂ = 40 mm, b3 = 210 mm, d₁= 65 mm, d₂ = 190 mm, d3= 65 mm. Determine the maximum horizontal
shear stress in this segment of the beam.
b₁
A
B
d₁
b₂
MB
МА
Answer: Tmax =
A
Ax
B
X
MPa
b3
d₂
d3
Transcribed Image Text:Consider a 130-mm-long segment of a simply supported beam. The internal bending moments on the left and right sides of the segment are 50 kN-m and 55 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b₁ = 130 mm, b₂ = 40 mm, b3 = 210 mm, d₁= 65 mm, d₂ = 190 mm, d3= 65 mm. Determine the maximum horizontal shear stress in this segment of the beam. b₁ A B d₁ b₂ MB МА Answer: Tmax = A Ax B X MPa b3 d₂ d3
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