right sides of the segment are 75 kN-m and 79 KN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b₁ = 135 mm, b₂ = 50 mm, b3 = 205 mm, d₁ = 65 mm, d₂ = 180 mm, d3= 65 mm. Determine the maximum horizontal shear stress in this segment of the beam. b₂ d₂ МА Ma Answer: Tmax Ax B X MPa by

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Consider a 155-mm-long segment of a simply supported beam. The internal bending moments on the left and
right sides of the segment are 75 kN-m and 79 kN-m, respectively. The cross-sectional dimensions of the
flanged shape are shown in the accompanying figure. Assume b₁ = 135 mm, b₂ = 50 mm, b3 = 205 mm, d₁= 65
mm, d₂ = 180 mm, d3= 65 mm. Determine the maximum horizontal shear stress in this segment of the beam.
b₁
B
MB
MA
Answer: Tmax =
Ax
B
MPa
b₂2
by
Transcribed Image Text:Consider a 155-mm-long segment of a simply supported beam. The internal bending moments on the left and right sides of the segment are 75 kN-m and 79 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b₁ = 135 mm, b₂ = 50 mm, b3 = 205 mm, d₁= 65 mm, d₂ = 180 mm, d3= 65 mm. Determine the maximum horizontal shear stress in this segment of the beam. b₁ B MB MA Answer: Tmax = Ax B MPa b₂2 by
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