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, dz= 65 mm. Determine the maximum horizontal shear stress in this segment of the beam.
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, dz= 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 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, dz= 65 mm. Determine the maximum horizontal shear stress in this segment of the beam.
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.
A B
d₁
b₂
d₂
MA
MB
Answer: Tmax
Ax
B
X
MPa
b3
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