Consider a 125-mm-long segment of a simply supported beam. The internal bending moments on the left and right sides of the segment are 70 kN-m and 74 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b₁ = 120 mm, b₂= 35 mm, b3 = 205 mm, d₂ = 70 mm, d₂ = 165 mm, d3= 70 mm. Determine the maximum horizontal shear stress in this segment of the beam. A B [d₁ b₂ MB A Answer: Tmax = Ax B X MPa b3 d₂

Structural Analysis
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Chapter2: Loads On Structures
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Consider a 125-mm-long segment of a simply supported beam. The internal bending moments on the left and right sides of the
segment are 70 kN-m and 74 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying
figure. Assume b₁ = 120 mm, b₂= 35 mm, b3 = 205 mm, d₂ = 70 mm, d₂ = 165 mm, d3= 70 mm. Determine the maximum horizontal
shear stress in this segment of the beam.
A B
d₁
b₂
MB
A
Answer: Tmax =
Ax
B
X
MPa
b3
d₂
Transcribed Image Text:Consider a 125-mm-long segment of a simply supported beam. The internal bending moments on the left and right sides of the segment are 70 kN-m and 74 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b₁ = 120 mm, b₂= 35 mm, b3 = 205 mm, d₂ = 70 mm, d₂ = 165 mm, d3= 70 mm. Determine the maximum horizontal shear stress in this segment of the beam. A B d₁ b₂ MB A Answer: Tmax = Ax B X MPa b3 d₂
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