onsider a 140-mm-long segment of a simply supported beam. The internal bending moments on the left and right sides of the segment are 55 kN-m and 58 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b1 = 170 mm, b2 = 40 mm, b3 = 260 mm, d1 = 60 mm, d2 = 225 mm, d3 = 60 mm. Determine the maximum horizontal shear stress in this segment of the beam.

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 55 kN-m and 58 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b= 170 mm, b= 40 mm, b= 260 mm, d= 60 mm, d= 225 mm, d= 60 mm. Determine the maximum horizontal shear stress in this segment of the beam.

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 55 kN-m and 58 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying
figure. Assume b₁ = 170 mm, b₂ = 40 mm, b3 = 260 mm, d₁ = 60 mm, d₂ = 225 mm, d3= 60 mm. Determine the maximum horizontal
shear stress in this segment of the beam.
b₁
A
B
MB
O
МА
Answer: Tmax =
A
Ax
B
MPa
H
b₂
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 55 kN-m and 58 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b₁ = 170 mm, b₂ = 40 mm, b3 = 260 mm, d₁ = 60 mm, d₂ = 225 mm, d3= 60 mm. Determine the maximum horizontal shear stress in this segment of the beam. b₁ A B MB O МА Answer: Tmax = A Ax B MPa H b₂ b3 d₂
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