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 55 kN-m and 60 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b₁ = 165 mm, b₂ = 40 mm, b3 = 290 mm, d₁ = 65 mm, d₂ = 240 mm, d3 = 65 mm. Determine the maximum horizontal shear stress in this segment of the beam. b₁ B d₁ MB b3 Attempts: 0 of 3 used M₁ Answer: Tmax = Save for Later A Ax B MPa X Submit Answer
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 55 kN-m and 60 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b₁ = 165 mm, b₂ = 40 mm, b3 = 290 mm, d₁ = 65 mm, d₂ = 240 mm, d3 = 65 mm. Determine the maximum horizontal shear stress in this segment of the beam. b₁ B d₁ MB b3 Attempts: 0 of 3 used M₁ Answer: Tmax = Save for Later A Ax B MPa X Submit Answer
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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 55 kN-m and 60 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b1 = 165 mm, b2 = 40 mm, b3 = 290 mm, d1 = 65 mm, d2 = 240 mm, d3 = 65 mm. Determine the maximum horizontal shear stress in this segment of the beam.
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 55 kN-m and 60 kN-m, respectively. The cross-sectional dimensions of the
flanged shape are shown in the accompanying figure. Assume b₁ = 165 mm, b₂ = 40 mm, b3 = 290 mm, d₁ = 65
mm, d₂ = 240 mm, d3 = 65 mm. Determine the maximum horizontal shear stress in this segment of the beam.
b₁
B
d₁
MB
b3
Attempts: 0 of 3 used
M₁
Answer: Tmax =
Save for Later
A
Ax
B
MPa
X
Submit Answer
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