Consider a 110-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 61 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b1 = 165 mm, b2 = 45 mm, b3 = 265 mm, d1 = 65 mm, d2 = 240 mm, d3 = 65 mm. Determine the maximum horizontal shear stress in this segment of the beam.
Consider a 110-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 61 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b1 = 165 mm, b2 = 45 mm, b3 = 265 mm, d1 = 65 mm, d2 = 240 mm, d3 = 65 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 110-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 61 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b1 = 165 mm, b2 = 45 mm, b3 = 265 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:b₂
A
MA
b₁
b3
B
A
Ax
B
d₁
d₂
dz
MB
X
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