Consider a 180-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 63 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b1 = 170 mm, b2 = 50 mm, b3 = 285 mm, d1 = 70 mm, d2 = 230 mm, d3 = 70 mm. Determine the maximum horizontal shear stress in this segment of the beam.

Structural Analysis
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Chapter2: Loads On Structures
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Consider a 180-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 63 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b1 = 170 mm, b2 = 50 mm, b3 = 285 mm, d1 = 70 mm, d2 = 230 mm, d3 = 70 mm. Determine the maximum horizontal shear stress in this segment of the beam.
Consider a 180-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 63 kN-m, respectively. The cross-sectional dimensions of the
flanged shape are shown in the accompanying figure. Assume b₁ = 170 mm, b₂ = 50 mm, b3 = 285 mm, d₁ = 70
mm, d₂ = 230 mm, d3 = 70 mm. Determine the maximum horizontal shear stress in this segment of the beam.
MA
Answer: Tmax =
Save for Later
B
A
Ax
B
MB
MPa
x
b₁
b3
d₂
Transcribed Image Text:Consider a 180-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 63 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b₁ = 170 mm, b₂ = 50 mm, b3 = 285 mm, d₁ = 70 mm, d₂ = 230 mm, d3 = 70 mm. Determine the maximum horizontal shear stress in this segment of the beam. MA Answer: Tmax = Save for Later B A Ax B MB MPa x b₁ b3 d₂
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