Consider a 150-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 76 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b1 = 155 mm, b2 = 30 mm, b3 = 265 mm, d1 = 65 mm, d2 = 220 mm, d3 = 65 mm. Determine the maximum horizontal shear stress in this segment of the beam.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Consider a 150-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 76 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b1 = 155 mm, b2 = 30 mm, b3 = 265 mm, d1 = 65 mm, d2 = 220 mm, d3 = 65 mm. Determine the maximum horizontal shear stress in this segment of the beam.
b2
A
MA
b
b3
B
A
Δι
B
d₁
d₂
MB
x
Transcribed Image Text:b2 A MA b b3 B A Δι B d₁ d₂ MB x
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