Consider a 160-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 64 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure.
Consider a 160-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 64 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Consider a 160-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 64 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b1 = 180 mm, b2 = 45 mm, b3 = 305 mm, d1 = 70 mm, d2 = 245 mm, d3 = 70 mm. Determine the maximum horizontal shear stress in this segment of the beam.
Transcribed Image Text:b₂
M₁
b₁
b3
B
A
Δε
d
B
d₂
MB
Х
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