Consider a 125-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 68 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b1 = 160 mm, b2 = 30 mm, b3 = 255 mm, d1 = 75 mm, d2 = 220 mm, d3 = 75 mm. Determine the maximum horizontal shear stress in this segment of the beam.
Consider a 125-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 68 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b1 = 160 mm, b2 = 30 mm, b3 = 255 mm, d1 = 75 mm, d2 = 220 mm, d3 = 75 mm. Determine the maximum horizontal shear stress in this segment of the beam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Consider a 125-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 68 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b1 = 160 mm, b2 = 30 mm, b3 = 255 mm, d1 = 75 mm, d2 = 220 mm, d3 = 75 mm. Determine the maximum horizontal shear stress in this segment of the beam.
Transcribed Image Text:B
Ax
B
MB
b₂
b3
d₁
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